Amendment 07 - Ad_0004_Drawings_04.01.2025.pdf

A.A A.B

A.5

A.4

A.3

A.C A.D

A.E

A.E A.F A.G A.H

A.2

A.1

1' - 3" 22' - 0" 7' - 6" 14' - 6" 22' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

A.I A.J A.KA.B2

A43

A02

A04

A05

A03

A17

A01

A36

A20

A21

A24

A07

A26

A29

A30

A31

A32

A34

A33

A28

A27

A16A25

A39

A40

A38

A08 A11 A12

A18 A19

A35

A22

A23

A41 A42

A-201-A

A1

A-201-A

L1

A01B

A-201-A

H1

A-201-A

E1

F9

A-301-A

F9

A-301-A

A4

A-301-A

A4

A-301-A

A44

A37

A-402-A

H13

A-401-A G9 A-401-A A1

A9

A-402-A H1

A16.1

A-350-A

A11.1

A-350-A

A-510-A

E15

A-510-A

A15

A-510-A

A9

A-400-A

A11

A-400-A

A5

A1

A-350-AA-402-A A1

A L

IG

N

ALIGN

10' - 0"

7' - 0"

A-210-A

H11

A-210-A

H1

A-210-A

A1

A-210-A

A11

6' - 8"

EQ EQ

EQ EQ

A L

IG

N

EQ EQ

ALIGN

E Q

E Q

A

B

A04

A03

A24A

A

C

A37A

A

A

A

A

A

B

A

A

A

A

A32A

A29

A

8 A

A

A25

A32B

A

B

A

A

B

A

A

A

A

A

A

A

A

A

A

A21 A22

A

A19B

A

A42

A16

A35

A24B

A01A

A36

A01B

A

B

A

A

A43

A

A

A

A

A

B

A40A

A14 A15

A L

IG

N

A13

/4

TYP

A.6

A.D2

A11

A-351-A

B1 BUILDING

A09 A10

A-402-A

A11

A-510-A

A1

2' - 8" A-403-A

A6

8' - 0"

A45

A

A-403-A

A13

ALIGN

A06

A-201-A

L11

A-201-A

E17

A-201-A

H11

A-201-A

L15

A-201-A

A17

A-403-A

A7

7' - 3" 1' - 6"

A-403-A

G9

B

B

C C C C

C C

CCCCCCCC1E

D

A A A

A8

A-352-A

A7

A-350-A

208' - 9"

29' - 6" 179' - 3"

1' - 3" 4' - 6" 30' - 0" 2' - 0" 12' - 6" 5' - 0"

2' - 6" 2' - 6"

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

2' - 6" 2' - 6"

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

2' - 6" 2' - 6"

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

2' - 6" 2' - 6"

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

2' - 6"

2' - 6"

A16

A-351-A

A6

A-351-A

A10

A-353-A

A2

A-352-A

0 4' 8' 16'

6' - 0" 5' - 0"

3' - 0" 3' - 0"

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

3' - 0"

78' - 9" 1' - 3" 7' - 6" 1' - 3" 37' - 6" 42' - 9" 39' - 9"

1' - 3"

1' - 3"

3' - 0"

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

3' - 0" 3' - 0"

5' - 0"

A7

A-350-A

A11

A-351-A

A16

A-351-A

A7

A-350-A

C

7' - 4"

6' - 6"

8' - 10" 7' - 1" 4' - 7"

3' - 10"

11' - 0"

10' - 3"

7' - 5" 2' - 0"4' - 6"

1' - 11"

1' - 6"

A61

A31

A31

A31

A3

A3 A3 A3

A31

A31

A31

A31

A31

A31

A31

A31

A31

A31 B31

A31 B31

A31

A21

A31

B21 A31

A31

A31A31

A31

A-550-A

J15

TYP

TYP

TYP

A

A

A20B

A-403-AG10

A6

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

ALIGN

B62 A-510-A

E9

A-510-A

E1

A16

A-353-A

A-510-A

K15

A-510-A

K1

A-510-A

K9

1' - 3" 33' - 2"

A-511-A

A14

A-511-A

A14

A31

A31 A31

A31

A-550-A

A15

A-550-A

M15

A-550-A

A1

A-550-A

E15

A-403-A

G11 Q-502-A

5 5 5 5 5

A1

A-351-A

A11

A-350-A

A16

A-350-A

A11.1

A-350-A

A11

A-351-A

1' - 6"

3' - 0"

5' - 0"

AA AA

AAAA

10' - 0" 10' - 0" 10' - 0" 10' - 0"

9' - 3"

3' - 2"

3' - 3"EQ EQ

A31

A-511-A

F14

G

H

I

6' - 0"

1' - 1"

L1

L2

L2

A-400-A

M1

2' - 0 7/8"

A-401-A

G1

FEC

FEC

FEC

FE

FE

FE

FE

FE

FE

FE

A46

2' - 6"

FE

FE

FE

FE

FE

7' - 0"

A40B

A6S

A3S

A3S

A3S

A31

FE

L1L1

L1L1

L1

A61

A-003-A

A1

A-003-A

L1

A-003-A

H1

A-003-A

E1

A-003-A

L11

A-003-A

E17

A-003-A

H11

A-003-A

L15

A-003-A

A17

P6

P6 P6

A-353-A

G6

A-353-A

G6

A-404-AG10

9' - 7"

9' - 11"

4"

A31

B31

B1.1

M

IN

FLOOR PLAN KEYNOTES:

BELOW EQUIPMENT INDICATED - PROVIDE 6" CONCRETE SLAB

RECESS FOR LABORATORY FLOOR. SEE STRUCTURAL DWGS

FOR ADDITIONAL INFO.

2 BUILDING EXPANSION JOINT SYSTEM

4" SLAB RECESSED FOR SPECIFIED WALK-OFF GRATE. SEE

STRUCTURAL DWGS FOR ADDITIONAL INFO.

4 PARTITION TO BE LOCATED ON CENTERLINE OF COLUMN GRID

FLOOR PLAN NOTES:

1. FOR LIMITS OF CONSTRUCTION REFER TO SCOPING DIAGRAMS

(G-003)

2. REFER TO LIFE SAFETY DRAWINGS FOR FIRE LIFE SAFETY

INFORMATION AND WALL RATINGS (SMOKE AND FIRE)

REQUIRED.

3. DIMENSIONS ARE SHOWN TO THE CENTER LINE OF

STRUCTURAL GRID, EXTERIOR FINISH FACE OF EXTERIOR WALL

AND INTERIOR FINISH FACE OF INTERIOR WALL OR PARTITION,

UON

4. DIMENSIONS SHOWN WITH “CLR” OR “MIN” SHALL BE

MAINTAINED TO COMPLY WITH CODE OR ACCESSIBILITY

REQUIREMENTS.

5. ALL DOOR FRAMES SHALL BE LOCATED 4”FROM ADJACENT

WALLS OR CENTERED IN THE LENGTH OF WALL, UON

6. REFER TO A-700 FOR PARTITION TYPES. TYPICAL WALL TYPES

AS LISTED BELOW.

A. TYPE “A3” TYPICAL UON

B. TYPE “A6” TYPICAL AT SINKS, UON

C. TYPE “E3” TYPICAL AT WCS, UON

D. TYPE “L3" AT FURRING WALLS, TYPICAL, UON

7. REFER TO A-710 FOR TYPICAL MOUNTING HEIGHTS.

8. FE = FIRE EXTINGUISHER - REFER TO LIFE SAFETY DRAWINGS

FEC = FIRE EXTINGUISHER CABINET - REFER TO LIFE SAFETY

DRAWINGS

5 DOWN SPOUT & SPLASH BOX

US Army Corps of Engineers ®

SHEET ID

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P a th

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P R

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/2

W F

C

W F

C

3/32" = 1'-0" A1

FIRST FLOOR PLAN - AREA A - LAB & ADMIN NORTH

KEY PLAN

A

ROOM INDEX

NO. NAME

A01 DISPLAY AREA

A01B VESTIBULE

A02 SEMINAR ROOM

A03 TOILET MALE

A04 TOILET FEMALE

A05 OVERNIGHT / NURSING MOTHER

A06 OPEN OFFICE

A07 OFFICE

A08 OFFICE

A09 OFFICE

A10 OFFICE

A11 OFFICE

A12 OFFICE

A13 PRINT/COPY

A14 COMPUTER ROOM

A15 BCS

A16 TELECOM

A17 STOR. TABLE / CHAIR

A18 STOR. ELEC.

A19 ELEC

A20 BREAK

A21 SHOWER MALE

A22 SHOWER FEMALE

A23 JC

A24 MUD ROOM

A25 GARBAGE

A26 GLASSWARE WASH

A27 CHEM

A28 SAMPLE STORAGE ROOM

A29 CYLINDER

A30 WALK-IN FREEZER

A31 INCUB. ROOM

A32 FERMENTATION ROOM

A33 LABORATORY LARGE

A34 LABORATORY LARGE

A35 STOR.

A36 WASHER/ DRYER

A37 MECHANICAL

A38 CORRIDOR

A39 CORRIDOR

A40 CORRIDOR

A41 ELEC

A42 ELEC

A43 BOILER ROOM

A44 CHILLER ROOM

A45 UNIFORM

A46 CORRIDOR

R T

A

/0

/2

A d d e n d u m

I n q u ir y

/2

/2

LINE OF

STRUCTURE

LINE OF

STRUCTURE

CEILING CEILING

SEALANT (BOTH SIDES)

SOUND ATTENUATION

BATTS (SAB)

1 LAYER 5/8" GWB PER SIDE;

PROVIDE 5/8" FIRE RATED GWB

AT FIRE RATED WALLS

METAL STUDS

SEALANT (BOTH SIDES)

LINE OF

STRUCTURE

LINE OF

STRUCTURE

SOUND ATTENUATION

BATTS (SAB)

SEALANT

BRACE EACH STUD VERTICALLY

AT 48" O.C. MAX, W/ CLIP

ANGLES

CEILING

1 LAYER 5/8" GWB

METAL STUDS

SEALANT (BOTH SIDES)

LINE OF

STRUCTURE

LINE OF

STRUCTURE

1'-4" MIN AT SINGLE,

1'-10" MIN AT DOUBLE,

WALL HUNG FIXTURE

CROSS BRACING

GUSSETS AT 48" O.C.

MAX VERTICALLY.

FABRICATED FROM 6"

METAL STUDS

CEILING CEILING

SEALANT (BOTH SIDES)

SOUND ATTENUATION

BATTS (SAB)

1 LAYER 5/8" GWB PER SIDE

METAL STUDS

SEALANT (BOTH SIDES)

LINE OF

STRUCTURE

LINE OF

STRUCTURE

CEILINGCEILING

SEALANT (BOTH SIDES)

SOUND ATTENUATION

BATTS (SAB)

METAL STUDS

SEALANT (BOTH SIDES)

2 LAYERS 5/8" GWB PER SIDE;

PROVIDE 5/8" FIRE RATED GWB

AT FIRE RATED WALLS

LINE OF

STRUCTURE

1 LAYER 5/8" GWB PER SIDE

SEALANT (BOTH SIDES)

TOP TRACK

WOOD BLOCKING

METAL STUD - REFER TO

STRUCTURAL

STEEL SUPPORT @ 48" O.C.

SIZE OF TUBE SHALL BE

COORDINATED W/ SIZE OF

STUD ANCHOR TO FLOOR AS

REQUIRED

US Army Corps of Engineers ®

SHEET ID

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A-700-A

S T

A N

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P A

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A

R E

A A

L A

B

A D

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/0

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W F

C

W F

C

NOTE: FIRE RESISTANCE TEST FOR ONE HOUR RATED WALLS: UL

U465

(TYPE A) TYPICAL PARTITION

MARK STUD WIDTH PRTN WIDTH Fire Rating

A3 3 5/8" 4 7/8" NR

A3S 3 5/8" 4 7/8" NR, SMOKE

PARTITION

A6 6" 7 1/4" NR

A6S 6" 7 1/4" NR, SMOKE

PARTITION

A21 2 1/2" 3 3/4" 1 HR

A31 3 5/8" 4 7/8" 1 HR

A61 6" 7 1/4" 1 HR

(TYPE L) FURRING PARTITION

MARK STUD WIDTH PRTN WIDTH Fire Rating

L1 1 1/2" 2 1/8" NR

L3 3 5/8" 4 1/4" NR

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY

SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A

COMBINATION OF BOTH DESIGNATIONS. SOME PARTITION

TYPES SHOWN ON THIS SHEET MAY NOT BE USED ON THIS

PROJECT.

2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO

BE TYPE A. IF UNCLEAR CONTACT ARCHITECT.

3. "METAL STUDS" INDICATED ON THIS SHEET FOR INTERIOR

PARTITIONS REFER TO THOSE SPECIFIED IN SECTION 09 22

16 - NON STRUCTURAL METAL FRAMING. REFER TO

SPECIFICATIONS FOR ADDITIONAL CRITERIA SUCH AS

MINIMUM STUD SPACING, MINIMUM GAUGE AND

PERMISSIBLE DEFLECTION LIMITS. SEE SECTION 05 41 04

LOAD BEARING METAL STUD SYSTEM FOR FRAMING THAT

IS OUTSIDE THE SCOPE OF 09 22 16 AND ASTM C754, SUCH

AS LONG HEADERS, CANTILEVERED WALLS, TALL WALLS,

WALKABLE CEILINGS AND THEIR SUPPORTS, WALLS

EXCEEDING SPAN TABLES AND OTHER UNUSUAL FRAMING

CONDITIONS.

4. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM

THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO

REDUCE THE TRANSMISSION OF SOUND. CONFIGURE

SOUND-RATED WALL ASSEMBLIES ACCORDING TO THE

MINIMUM REQUIREMENTS STIPULATED IN THE DESIGN STC

LISTED. STC RATINGS LISTED ARE BASED ON LABORATORY

TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD.

5. REFER TO SECTION 09 29 00 FOR ACOUSTIC SEALANTS.

6. SOUND ATTENUATION BATTS (SAB) ARE SPECIFIED IN

SECTION 09 29 00. WHERE SAB ARE INDICATED, THEY

SHALL EXTEND CONTINUOUSLY FROM FLOOR TO

STRUCTURE ABOVE.

7. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM

WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF

WALLBOARD (I.E., MOISTURE-RESISTANT, TILE-BACKER

BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR

LOCATION AND ACCORDING TO REQUIREMENTS OF

SECTION 09 29 00.

8. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE

RATING, AIR PRESSURE CONTAINMENT, ACOUSTIC RATING,

VERMIN CONTROL, MOVEMENT (CRACK) CONTROL AND/OR

BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE TO BE

SIZED FOR EXPECTED MOVEMENT OF JOINT WITH

EXPANSION/CONTRACTION CAPACITY OF SEALANT

MATERIAL TO MAINTAIN THE INTEGRITY OF THE SEAL FOR

THESE APPLICABLE PARAMETERS. SEE SPECIFICATION

SECTION 07 92 16 FOR INTERIOR JOINT SEALANTS.

9. REFER TO SECTION 07 84 00 FOR HEAD-OF-WALL

FIRESTOPPING AND SEALING OF THRU-WALL

PENETRATIONS.

10. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS

DIAGRAMATIC ONLY AND DOES NOT INDICATE EXACT

CONSTRUCTION CONDITIONS OR GEOMETRY.

11. ALL DIMENSIONS ARE FROM FACE TO FACE, OR

CENTERLINE TO CENTERLINE, U.N.O. REFER TO PARTITION

MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS

INDICATED TO BE SHOWN ON PLAN.

12. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER

RATINGS ARE TO CONTINUE THROUGH ALL OPENINGS IN

RATED PARTITIONS.

13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT

SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO

INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING

EXTENSIONS THROUGH SOFFITS.

14. REFER TO THE TOILET ACCESSORIES SHEET AND

CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION.

15. REFER TO SHEET A-002-A FOR STC RATINGS.

PARTITION NOTES

NOTE: FIRE RESISTANCE TEST FOR ONE HOUR RATED CHASE

WALLS: UL U420

(TYPE E) CHASE PARTITION

MARK STUD WIDTH PRTN WIDTH Fire Rating

E3 3 5/8" <varies> NR

NOTE: FIRE RESISTANCE TEST FOR TWO HOUR RATED WALLS:

UL V438, UL U411

(TYPE B) TYPICAL PARTITION

MARK STUD WIDTH PRTN WIDTH Fire Rating

B21 2 1/2" 5" 2 HR

B31 3 5/8" 6 1/8" 2 HR

B62 6" 8 1/2" 2 HR

(TYPE P) PARTIAL HEIGHT PARTITION

MARK STUD WIDTH PRTN WIDTH Fire Rating

P6 6" 7 1/4" NR

R T

A

/0

/2

A d d e n d u m

I n q u ir y

/1

/2

A d d e n d u m

I n q u ir y

/2

/2

FD

FD FD

B6.A

B6.F

B6.15B6.13B6.12B6.11B6.10B6.8

B6.E

B6.D

B6.C

B6.B

A-301-B6

A-301-B6

B12.1.A B12.1.B

B12.1.1

12' - 0"

B6.01

FLUSH FLUME

FEED LANE

COW FEED LANE

STALL LANE

STALL LANE

COW FEED LANE

FEED LANE

CONCENTRATE TANKSCONCENTRATE TANKS

FEED CURB

FEED CURB

DROVERS ALLEY

B6.03

B6.08

B6.04 B6.02

10' - 6" 29' - 9 1/8" 16' - 3" 21' - 8" 16' - 3" 40' - 3"

WORK ROOM

B6-103

WORK ROOM

B6-102

ROBOTIC ROOM

B6-101

A-303-B6

A-303-B6 28

19' - 3 5/8"

CLEAR

10' - 0" 17' - 10 1/2" 8" 12' - 5 7/8" 8"

/4

8" /4

/4

8" /4

B6.14B6.9

B6.12 B6.13

M

AT

C H

LI

N E

- B

W

ES

T

M

AT

C H

LI

N E

- B

EA

ST

RESTROOM

B6-105

ROBOTIC ROOM

B6-104

UTILITY ROOM

B6-106UTILITY ROOM

B6-107

6' 0"

/4

/2

8' 1/ 2"

/2

/4

5' 6"

5' 6"

4' 3/ 4"

6" /2

4' 2"

/2

6"

MATCHLINE - B12.1

9' 8"

4' 4"

4' 1/ 4"

7' - 0"7' - 0" C

LE

AR

3' 5"

CLEAR

3' - 5"

FETCH PEN

COMMITMENT

PEN

WALL

16' - 0"

WALL

31' - 7"

WALL

10' - 5" 3' - 0"

8' - 3" 1' - 11"

9' 8"

9' 8"

4' 4"

MECH/ELEC

ROOM

B6-108

MECH/ELEC

ROOM

B6-109

C

LE

AR

3' 0"

FOOT BATH

C

LE

AR

3' 1/ 4"

EYE WASH

SEE DETAIL

/5 A-501-B6

EYE WASH

SEE DETAIL

/5 A-501-B6

4'

9' 1/ 4"

VIP PEN

FETCH PEN

COMMITMENT

PEN

VIP PEN

FETCH PEN

COMMITMENT

PENVIP PENFETCH PEN

COMMITMENT

PEN

VIP PEN

FOOT BATH

FOOT BATH FOOT BATH

B6.05

9' /4

9' 1/ 4"

B6.14 9' 1/ 4"

B6.07 B6.06 B6.15

MOLASSES TANKS MOLASSES TANKS

1 1

1 1

1 1

1 1

LIQUID FEED TANK

LIQUID FEED TANK

US Army Corps of Engineers ®

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NORTH

KEY PLAN

B6

1/8" 1'-0"1

ARCHITECTURAL AREA PLAN-CENTER -

AREA B6 - ROBOTIC MILKING FREESTALL

AREA

KEYNOTES:

1 MECHANICAL SCRAPER SYSTEM. SEE

EQUIPMENT (Q-B6-XX) SHEETS FOR ADDITIONAL

INFORMATION.

R

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RFI 11140741

RFI 11140741

H

A.A A.B

A.5

A.4

A.3

A.C A.D

A.E

A.E A.F A.G A.H

A.2

A.1

A.I A.J A.KA.B2

A.6

A.D2

B1 BUILDING

ALIGN

A43

A02

A04

A05

A17

A01

A36

A20

A21

A24

A07

A26

A29A30

A31A32

A34

A33

A28

A27

A16A25

A39

A40

A38

A18

A19

A35

A22A23

A41

A42

A01B

A44

A37

A14 A15

A13

A03

11' - 0"

11' - 0"

9' - 0"

9' - 0"

8' - 6"

A08

8' - 6"

A09

8' - 6"

A10

8' - 6"

A11

8' - 6"

A12

8' - 6"8' - 6"

8' - 0"

A45

0 4' 8' 16'

A06

A1

A-551-A A6

A-551-A

A12

A-551-A

8' - 6" 8' - 6"

8' - 6"8' - 6"

8' - 6"

8' - 6"

8' - 6"

E Q

E Q

E Q

E Q

EQ EQ EQ EQ

E Q

E Q

E Q

E Q

EQ EQ

E Q

E Q

EQ 5'-0" EQ

E Q

E Q

E Q

E

QEQ EQ EQEQ

E

Q

9' - 0"

EQ 6'-0" 6'-0" EQ

E Q

E

Q

EQ EQ

EQ EQ EQ EQ

6'-0" 10'-0" 6'-0" 5'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0" 5'-0" 10'-0" 5'-0"

EQ EQEQ EQEQ 11'-0" EQ

11"

FULL TILES

10' - 0"

1' - 0"

FULL TILES

10' - 0"

1' - 0"

FULL TILES

10' - 0"

1' - 0"

9' - 5" 6"

F T

F T

FT

1'-0"

FT

6" 9'-7" 1'-0"

FULL TILES

10'-0"

1'-0"

FULL TILES

10'-0"

1'-0"

FULL TILES

10'-0" 6"

EQ EQ

F T

FT

1'-0"

FT

6" 6"

6" 6"

F T

EQ EQ

E Q

E Q

7'-3" 3'-8" 3'-8" 7'-4" 7'-4" 3'-8" 3'-8" 7'-4" 7'-4" 3'-8"

E Q

E

Q

EQ EQ

EQ

9'-0"

EQ

9'-0"

3'-0"

E Q

E

Q

ALIGN

2'-2"

E

Q

E

Q

ALIGN

A16

A-353-A

H7

A-611-A

E Q

E Q

' M

A X

2' - 2" 2' - 2"

1 1

5' - 6" 5' - 6"

3' - 9"

E Q

E Q

A1

A-351-A

B1.1

1' - 3" 22' - 0" 7' - 6" 14' - 6" 22' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

208' - 9"

29' - 6" 179' - 3"

EQ EQ

REFLECTED CEILING PLAN NOTES:

1. REFER TO INTERIOR FINISH LEGEND FOR CEILING TYPE

DESIGNATIONS

2. CENTER LAY-IN CEILINGS WITHIN ROOMS AS SHOWN, UON.

3. REFER TO MEP DRAWINGS FOR CEILING MOUNTED DEVICES

NOT SHOWN. CENTER MEP DEVICES IN TILE UNLESS

DIMENSIONED OTHERWISE

4. PROVIDE A PERIMETER JOINT SEALANT CONTROL JOINT

AROUND THE PERIMETER OF ALL GYPSUM BOARD CEILINGS.

PROVIDE ADDITIONAL CONTROL JOINTS AS SPECIFIED

5. AT LOCATIONS WHERE EXPOSED CEILINGS ARE INDICATED, ALL

EXPOSED FIREPROOFING TO RECEIVE A SECONDARY WATER-

BASED SURFACE FILLER

6. UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO LIGHT

FIXTURES ARE TO:

- FIXTURE CENTERLINES

- COLUMN CENTERLINES

- FACE OF GWB

- FACE OF MASONRY

- FACE OF CONCRETE

7. ALIGN BULKHEADS WITH COLUMN FURRINGS OR EDGES,

UNLESS OTHERWISE NOTED.

8. ALL CEILING TO BE AT 9'-6" AFF, UON.

FLOOR PLAN KEYNOTES:

BUILDING EXPANSION JOINT SYSTEM

2 X 4 LIGHT FIXTURE

ROUND PENDANT

LINEAR FIXTURE

LINEAR PENDANT DOWNLIGHT

WALL SCONCE

RECESSED DOWNLIGHT

ROUND PENDANT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXIT SIGNAGE

REFLECTED CEILING PLAN LEGEND:

GYPSUM BOARD CEILING

LAY-IN PANEL ACT CEILING - SEE INTERIORS

DRAWINGS FOR TYPE AND SIZES

EXPOSED TO ABOVE

FULL SHEET FLAT METAL PANEL - SLATE GREY

COLOR MATCHING ENVELOPE PANEL MP1

CONTINUOUS METAL CEILING WITH INTEGRATED

SERVICE PANEL, TYP

WOOD PANEL - FINSIH MATCHING ENVELOPE

PANEL WD1

INTEGRATED SERVICE PANEL

US Army Corps of Engineers ®

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3/32" = 1'-0" A1

FIRST FLOOR REFLECTED CEILING PLAN - AREA A - LAB & ADMIN

NORTH

KEY PLAN

A

ROOM INDEX - RCP

NO. NAME CEILING FINISH

A01 DISPLAY AREA EXP

A01B VESTIBULE GWB

A02 SEMINAR ROOM EXP

A03 TOILET MALE GWB

A04 TOILET FEMALE GWB

A05 OVERNIGHT / NURSING MOTHER ACT-1

A06 OPEN OFFICE EXP

A07 OFFICE ACT-1

A08 OFFICE ACT-1

A09 OFFICE ACT-1

A10 OFFICE ACT-1

A11 OFFICE ACT-1

A12 OFFICE ACT-1

A13 PRINT/COPY EXP

A14 COMPUTER ROOM ACT-1

A15 BCS ACT-1

A16 TELECOM EXP

A17 STOR. TABLE / CHAIR ACT-1

A18 STOR. ELEC. ACT-1

A19 ELEC EXP

A20 BREAK EXP

A21 SHOWER MALE GWB

A22 SHOWER FEMALE GWB

A23 JC ACT-1

A24 MUD ROOM GWB

A25 GARBAGE ACT-2

A26 GLASSWARE WASH ACT-2

A27 CHEM ACT-2

A28 SAMPLE STORAGE ROOM ACT-2

A29 CYLINDER ACT-2

A30 WALK-IN FREEZER

A31 INCUB. ROOM ACT-2

A32 FERMENTATION ROOM ACT-2

A33 LABORATORY LARGE ACT-2

A34 LABORATORY LARGE ACT-2

A35 STOR. ACT-2

A36 WASHER/ DRYER ACT-2

A37 MECHANICAL EXP

A38 CORRIDOR GWB

A39 CORRIDOR EXP

A40 CORRIDOR EXP

A41 ELEC EXP

A42 ELEC EXP

A43 BOILER ROOM EXP

A44 CHILLER ROOM EXP

A45 UNIFORM ACT-1

A46 CORRIDOR EXP

R T

A

/0

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A d d e n d u m

I n q u ir y

/2

/2

LEVEL -1 B5 T.O.

FOOTING

861' - 4"

B5.1 B5.3

FEED LANE SCRAPE LANE BEDDED PEN 10 HEAD DROVER LANE

SCREENING

CONCRETE CURB CONCRETE CURB

OPERABLE SIDEWALL CURTAINS

LEVEL 4 B5 ROOF-EAST

885' - 4"

VA

R

IE

S

1' 2"

1'

6" VA

R

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2'-0" METAL ROOF OVERHANG W/TRIM AND SOFFIT

24 GA. METAL ROOF

6" INSULATION

2" INSULATION

24 GA. METAL LINER

METAL FRAME

RIDGE VENTILATOR

LEVEL 2 B5 T.O. CURB

869' - 4"

21' - 1"

17' - 8" 10' - 8" 23' - 4" 9' - 4"

8"

5' 7"

EA

VE

H

EI

G H T

8' 0"

1' 0"

61' - 0"

A-310-B5

A-310-B5

12" 2"

12" 2"

RFI 11138494

LEVEL 3 B5 ROOF-WEST

885' - 4"

LEVEL -1 B5 T.O.

FOOTING

861' - 4"

B5.3B5.2

LEVEL 2 B5 T.O. CURB

869' - 4"

RIDGE VENTILATOR

11' - 4" 23' - 4" 9' - 4"

EV

E H

EI

G H T

A-310-B5

US Army Corps of Engineers ®

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W F2 0C

W F2 1C

1/4" 1'-0"1

BUILDING CROSS SECTION - AREA B5 -

SPECIAL NEEDS AND MATERNITY

1/4" 1'-0"2

BUILDING CROSS SECTION -

PROCEEDURE AREA

KEYNOTES:

1 FLUSH FLUME. SEE STRUCTURAL

2 CABLE TRAY TO SUPPORT ELECTRICAL,

TELECOM, AND WATER. HANG FROM BUILDING

STRUCTURE WITH THREADED 3/8" DIA ROD.

BOTTOM OF TRAY TO BE 6'-0" ABOVE FEED

MANGER.

3 FEED MANAGER: 36" X 1/4" TROWELED ON

EPOXY

4 W10X30 LIFTING BEAM. SEE STRUCTURAL FOR

MOUNTING DETAILS

5 OPERABLE SIDEWALL CURTAIN WITH UPPER

AND LOWER CURTAIN

R

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B5.B B5.C B5.E B5.F B5.G

B5.1

B5.3

B5.2

S-301-B5

S-301-B5

S-301-B5

S-301-B5

B5.A B5.D

B4.K

B4.2

B4.3

14' - 10 1/4" 4' - 4"

21' - 0 1/4" 4' - 4 3/4"

3' - 4" 1' - 5"

6' - 4" 10' - 0" 6' - 4" 10' - 0" 6' - 4" 6' - 10"

76' - 0"

22' - 8 1/2" 2' - 11 1/2" 35' - 4" 1' - 10"

1' - 0"

1' - 0"

8" 2"

1' 0"

8' 0"

1' 0"

8" 8"

8"

7' 9"

1"

1' 0"

8' 0"

8"

8" 1' 0"

M

AT

C H

LI

N E

- B

+14 F.F [No Slope]

+14

+14

+48

+0

FLUSH FLUME

REFERENCE: 0"

ACTUAL: 865' - 4"

+1.5

+9.5 DOOR

+1.5

+11

+12.5 +13.5 +15.5 +17.5

+19

+12.5

+1.5 +11

+9.5 DOOR

+21

+15 DOOR

+15

+29

SCREENINGS IN PEN AREA - OTHER

AREAS 6" CONCRETE FLOOR

+11

DOOR DOOR DOOR DOOR

DOOR DOOR DOOR DOOR

S-302-B5

S-302-B5

S-301-B5

S-301-B5

M

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N E- B5

W

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M

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N E- B5

E

AS

T

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

+13.5 +15.5 +17.5

+12.5

+14

14' - 0 1/4" 6' - 0" 4' - 11 3/4"

6' 0"

20' - 0"

S-501-B5

S-501-B5

WATERER

PAD

14' - 0 1/4" 6' - 0" 4' - 11 3/4"

6' 0"

S-501-B5

CONCRETE BOLLARD, TYP.

SEE DETAIL 1/S-501-B5

S-502-B5

S-502-B5

S-502-B5

75' - 6" 61' - 6"

5' - 0"

S-502-B5

S-502-B5

US Army Corps of Engineers ®

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NORTH

KEY PLAN

B5

1/8" 1'-0"1

STRUCTURAL CONCRETE PLAN-WEST -

AREA B5 - SPECIAL NEEDS AND

MATERNITY

GENERAL NOTES:

1.

2.

PROVIDE CONTROL JOINTS @ 15'-0"

MAXIMUM SPACING

FLOAT FINISH OFFICE AREA ONLY - BROOM

FINISH FEED LANE ONLY - ALL OTHERS

BROOM FINISH W/ GROOVES

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KEYNOTES:

FEED MANGER: 36" X 1/4" TROWELED ON

EPOXY

RFI 11138494

RFI 11138494

B5.G B5.H B5.I B5.J B5.K B5.L

B5.1

B5.3

B5.M

9' - 2 1/4" 2' - 11 1/2" 89' - 0 1/2" 2' - 11 1/2" 45' - 10 1/4"

7' 9"

1"

1' 0"

8' 0"

8" 8"

8" 1' 0"

6' 0"

+38

+38 DOOR

+46

+38 DOOR

+38

+56

+46

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

3' - 4"4' - 4"17' - 4"

17' - 4" 4' - 4" 3' - 4"

+42 DOOR

+42 DOOR

+42

+38 DOOR

+42 DOOR

20' - 0"

S-501-B5

CONCRETE BOLLARD, TYP.

SEE DETAIL 1/S-501-B5

16' - 6" 6' - 0" 2' - 6"

6' 0"

16' - 6" 6' - 0" 2' - 6"

6' 0"

WATERER PAD

WATERER PAD

S-502-B5

S-502-B5

S-502-B5

S-502-B5

S-501-B5

S-501-B5

S-502-B5

US Army Corps of Engineers ®

SHEET ID

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NORTH

KEY PLAN

B5

1/8" 1'-0"1

STRUCTURAL CONCRETE AREA

PLAN-EAST - AREA B5 - SPECIAL NEEDS

AND MATERNITY

GENERAL NOTES:

1.

2.

PROVIDE CONTROL JOINTS @ 15'-0"

MAXIMUM SPACING

FLOAT FINISH OFFICE AREA ONLY - BROOM

FINISH FEED LANE ONLY - ALL OTHERS

BROOM FINISH W/ GROOVES

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

KEYNOTES:

FEED MANGER: 36" X 1/4" TROWELED ON

EPOXY

RFI 11138494

RFI 11138494

FINSHED FLOOR -

SEE FINISH PLANS

ANCHOR CHANNEL IN

CONCRETE

NEOPRENE

SETTING STRIP

BACKER ROD AND

SEALANT

U CHANNEL

GLASS (GL1)

U CHANNEL

BACKER ROD AND

SEALANT

NEOPRENE

SETTING STRIP

EQ EQ

GLASS (GL1)

PARTITION AS SCHEDULED,

REFERENCE PLAN

1/4"1/4"

GLASS (GL1)

SEALANT, EA SIDE

AND ALL AROUND

HOLLOW METAL

FRAME

PARTITION AS

SCHEDULED

EA. SIDE

1/2" TYP.

SCREW APPLIED

STOP

GLASS (GL1)

VARIES

6 POUND MINERAL

WOOL, TYP

SCREW APPLIED

STOP 2"

HOLLOW METAL

FRAME

SEALANT, EA SIDE

AND ALL AROUND

PARTITION AS

SCHEDULED

E A

S

ID

E

/2

T

Y P

V A

R

IE

S

GLASS (GL1)

6 POUND MINERAL

WOOL, TYP

SCREW APPLIED

STOP

HOLLOW METAL

FRAME

GLASS (GL1)

2"

6 POUND MINERAL

WOOL, TYP

SILL BELOW

SEALANT, EA SIDE

AND ALL AROUND

HOLLOW METAL

FRAME

PARTITION AS

SCHEDULED

EA. SIDE

1/2" TYP.

SCREW APPLIED

STOP

GLASS (GL1)

VARIES

6 POUND MINERAL

WOOL, TYP

HOLLOW METAL

FRAME

SCREW APPLIED

STOP

GLASS (GL1)

SEALANT, EACH SIDE

AND ALL AROUND

FLOOR LINE

2"

SEALANT, EA SIDE

AND ALL AROUND

HOLLOW METAL

FRAME

EA. SIDE

1/2" TYP.

PARTITION AS

SCHEDULED

VARIES

6 POUND MINERAL

WOOL, TYP

UNO

4" 2"

HOLLOW METAL FRAME

SEALANT, EA SIDE

AND ALL AROUND

1/2"

PARTITION AS

SCHEDULED

ADJACENT WALL (WHERE OCCURS)

E A

. S

ID

E

1/ 2"

T Y

P

V A

R

IE

S

6 POUND

MINERAL WOOL,

TYP

FLOATING DOOR HEADER -

FINISH AS INDICATED IN

DOOR SCHEDULE

SCHEDULED

CONCEALED CLOSER

AND PIVOT HINGES -

FINISH TO MATCH

DOOR HARDWARE -

BLACK

DOOR STOP/STRIKE

1/2" THICK TEMPERED

GLASS DOOR

PULL OR PANIC

DEVICE AS INDICATED

IN HARDWARE SPEC.

/8

SCHED. PARTITION

BLOCKING AS REQUIRED

CONCEALED CLOSER AND

PIVOT HINGES

CEILING AS INDICATED

ON RCP

1/2" THICK TEMPERED

GLASS DOOR

PULL OR PANIC

DEVICE AS INDICATED

IN HARDWARE SPEC.

DOOR STOP/STRIKE

METAL COVER - FINISH

MATCH DOOR HARDWARE

/8

GLASS (GL1)

1/4"

PARTITION AS SCHEDULED,

REFERENCE PLAN

1/4"

GLASS (GL1)

SCHED. PARTITION

BLOCKING AS REQUIRED

CONCEALED CLOSER AND

PIVOT HINGES

SOFFIT AS INDICATED

ON RCP

DOOR STOP/STRIKE

1/2" THICK TEMPERED

GLASS DOOR

METAL COVER - FINISH

MATCH DOOR HARDWARE

PULL OR PANIC

DEVICE AS INDICATED

IN HARDWARE SPEC.

/8

HIDDEN U CHANNEL

BACKER ROD AND

SEALANT

EQ EQ

GLASS (GL1)

BLOCKINGS AS NEEDED

US Army Corps of Engineers ®

SHEET ID

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P a th

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A u to d e s k D o c s

/1 U

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F R

C /4

-A

-A R

E A

A -C e n tr a l.

rv t

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P

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A-611-A

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/0

/2

W F

C

W F

C

3" = 1'-0" A7

TYPICAL GLAZING DETAIL @ FLOOR

3" = 1'-0" D7

TYPICAL GLAZING DETAIL @ HEAD

3" = 1'-0" M12

TYPICAL GLAZING DETAIL @ WALL

3" = 1'-0"

M17

HM HEAD @ GLASS

3" = 1'-0" D17

HM JAMB @ GLASS

3" = 1'-0" A12

HM MULLION @ DOOR & GLASS

3" = 1'-0" H17

HM SILL @ GLASS

3" = 1'-0" A17

HM SILL @ GLASS

3" = 1'-0" H12

TYPICAL HM DOOR HEAD

3" = 1'-0" D12

TYPICAL HM DOOR JAMB

3" = 1'-0" A1

HEADER DETAIL @ TRANSOM

3" = 1'-0" E1

TYPICAL HEADER DETAIL @ GLAZING

3" = 1'-0" N1

TYPICAL JAMB DETAIL @ GLAZING

3" = 1'-0" M7

TYPICAL GLAZING DETAIL @ WALL

3" = 1'-0" J1

HEADER DETAIL @ SOFFIT

3" = 1'-0" H7

GLAZING DETAIL @ HEAD

R T

A

/0

/2

A d d e n d u m

I n q u ir y

/2

/2

EPB14

LED AREA LIGHT AT THE TOP OF

POLE ABOVE PANEL

B14.A B14.B B14.C B14.D B14.E B14.F B14.G B14.H B14.I B14.J B14.K

B14.1

B14.2

B14.3

B14.4

B14.5

B14.6

B14.7

40' - 0"

4x4 TREATED POST, 12'-0"

ABOVE CONCRETE SLAB

WITH 4'-0" EMBEDMENT,

BASE IN 12" CONCRETE

L1

EPB14-2

EPB14-1

EPB14-5

EPB14-3

US Army Corps of Engineers ®

SHEET ID

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Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

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EA

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EN

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Au to de sk D oc s:

//1 5_ U

SD

A_ D

FR

C _2 2/ A _S

_M

EP

-B .rv t

1/ /2 3:

:3

PM

E-101-B14

FI

R

ST

F

LO

O R E

LE

C

TR

IC

AL

P

LA

N

AR

EA

B

FU

EL

S

TO

R

AG

E

PR

AI

R

IE

D U S

AC

, W I

O M

AH

A D

IS

TR

IC

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H D R

AR

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TO

N , V

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G

IN

IA

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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

B14

1/4" 1'-0"D8

FIRST FLOOR ELECTRICAL PLAN - AREA

B14

NOTES:

2 DIESEL PUMP

3 GASOLINE PUMP

4 PANEL EPB14 TO BE FED FROM

PANEL EPB11 FROM B11

R

TA

/0 8/

AD

D

EN

D U M

/0 2/

AD

D

EN

D U M

/2 8/

5 BID OPTION 6: BRING UTILITY TO

WITHIN 5' OF BUILDING LOCATION

RFI 11137826

RFI 11137826

BS30FBS30A BS30A

BS

AB

S3 6A

BS

A

B2.B B2.C B2.D B2.E

B2.1

B2.2

B2.A/B1.F B2.F B2.G B2.H

B2.I

B1.1

B1.2

B3.A

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 1d

L1 EPB2- 1d

L1 EPB2- 1d

L1 EPB2F- 1d

L1 EPB2- 1d

L1 EPB2- 1d

L1 EPB2- 1d

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 1d

L1 EPB2- 2c

L1

EPB2- 2

L1

EPB2F- 1

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 2c

L1 EPB2- 1d

L1 EPB2- 1d

L1 EPB2- 1a

L1 EPB2- 1b

L1 EPB2- 1b

L2

EPB2- 2

c c 4 c b a d

L2

EPB2- 1

160' - 6 1/2"

M

AT

C H

LI

N E

- B

M

AT

C H

LI

N E

- B

M

AT

C H

LI

N E

- B

M

AT

C H

LI

N E

- B c d d d 4

L3

EPB2- 1

L3

EPB2- 1

L3

EPB2- 2

L3

EPB2- 2

L3

EPB2- 2

L3

EPB2- 2

L3

EPB2- 1

L3

EPB2- 1

RFI 11124043 4

RFI 11124043 4

RFI 11124043

RFI 11124043

RFI 111240434

RFI 111240434

RFI 11124043

RFI 11124043

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

PS

O F

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IN

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R S

D R

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N B Y:

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B Y:

SU

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D B Y:

SI

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D B Y:

AN

SI

D

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SU

E D

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C O N

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AC

T N O

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C

IT

AT

IO

N N O

N

3 5 7 9 11 13 15 17 19

L

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C

A

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K D

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C R

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Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

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R C H C

EN

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Au to de sk D oc s:

//1 5_ U

SD

A_ D

FR

C _2 2/ A _S

_M

EP

-B 2.

rv t

1/ /2 3:

:4

PM

E-102-B2

EL

EC

TR

IC

AL

L

IG

H

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N G S

EC

TI

O N

AR

EA

B

AD

VA

N C

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A N

IM

AL

N U

TR

IT

IO

N

PR

AI

R

IE

D U S

AC

, W I

O M

AH

A D

IS

TR

IC

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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

B2

1/8" 1'-0"1

ELECTRICAL LIGHTING PLAN - B2 -

ADVANCED ANIMAL NUTRITION

GENERAL NOTES:

1. SEE LIGHT FIXTURE SCHEDULE FOR LIGHT

TYPES

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

B7.LB7.KB7.JB7.IB7.HB7.GB7.FB7.EB7.DB7.CB7.B

B7.1

B7.2

B7.3

B7.4

243' - 0"

B7.A

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7F- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7F- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7F- 1a

L2 EPB7- 1a

L2 EPB7- 2b

L2 EPB7- 2b

L2 EPB7F- 2b

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L4

EPB7- 3

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7- 1a

L2 EPB7F- 1a

L3

EPB7F- 2

L3

EPB7F- 2

L2 EPB7- 2b

L2 EPB7- 2b

L2 EPB7- 2b

L2 EPB7F- 2b

L2 EPB7- 2b

L2 EPB7- 2b

L1

EPB7F- 2

L1

EPB7F- 2

L2 EPB7- 2b

L1

EPB7F- 2

L4

EPB7- 3

L3

EPB7F- 2

a b a b

US Army Corps of Engineers ®

SHEET ID

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Pl ot D at e:

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//1 5_ U

SD

A_ D

FR

C _2 2/ A _S

_M

EP

-B 7.

rv t

1/ /2 4:

:5

PM

E-102-B7

EL

EC

TR

IC

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N G P

LA

N

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B

- C

AL

F

BA

R N

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D U S

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M . B ro w ns te in

R . R in eh ar t

/0 8/

W F2 0C

W F2 1C

NORTH

KEY PLAN

B7

3/32" 1'-0"1

ELECTRICAL LIGHTING PLAN - AREA B7 -

CALF BARN

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

RFI 11124043

LED LIGHT FIXTURE

4" JUNCTION BOX

MC CABLE

26 GA METAL LINER OR

1/2" PLYWOOD WITH FRP

LAMINATE

SECURE TO STRUCTURE PER

MANUFACTURERS PRINTED

INSTRUCTIONS

LED LIGHT FIXTURE

4" JUNCTION BOX

SO CORD

MOUNTING CHAIN

3/8" STAINLESS STEEL EYE BOLT

PRE-ENGINEERED METAL BUILDING

STRUCTURE OR 26 GA METAL LINER

BONDING JUMPER BETWEEN

FOOTING REINFORCEMENT AND

GROUNDING ELECTRODE, 100' O.C. MAX

GROUNDING RING

BONDING JUMPER BETWEEN

ENDS OF REINFORCEMENT

BONDING JUMPER ON ALL

WOOD FRAMED BUILDINGS

WALL

SHEET

METAL

BUILDING

FRAME

ROOF SHEET

BONDING

JUMPER

GROUNDING ROD

BOLLARDS

BONDING

JUMPER

FENCE OR

GATE POSTS

ELECTRICAL

SERVICE

PANEL

DRIVEN

GROUND ROD

SYSTEM

INSULATED

GROUNDING

CONDUCTOR

GROUNDING

ELECTRODE

CONDUCTOR

BONDING

JUMPER

METAL COLD

WATER PIPING

EQUIPMENT

AS REQUIRED

US Army Corps of Engineers ®

SHEET ID

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M Y C O R

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Pl ot D at e:

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R Y

FO

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AG

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EA

R C H C

EN

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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

1/ /2 2:

:5

PM

E-501-B1

EL

EC

TR

IC

AL

D

ET

AI

LS

AR

EA

B

- A

IR

E M

IS

SI

O N S

PR

AI

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D U S

AC

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AH

A, D

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/0 8/

W F2 0C

W F2 1C

NTS2 LIGHT FIXTURE MOUNTING DETAIL

NTS3

LIGHT FIXTURE MOUNTING DETAIL (WITH

CHAIN)

NTS4 GROUNDING SYSTEM

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

RFI 11137820

112.5 KVA

480V P TO

120/208V S

TRANSFORMER

PANEL

EPB2

400A 120/208V 3Ø

42 SPACES

200A 208V

ATS

(SERVES PANEL

EPB2F)

PANEL EPB2F

225A 120/208V 3Ø

30 SPACES

3 # 250MCM, 1#4 (G)

2 1/2" C

8" TROUGH

3 #250 MCM, 1#4 (G)

2 1/2" C

3" C

FROM BUILDING

A1 FROM EMERGENCY

GENERATOR

3" C

6 #250MCM, 1 #2 (G)

3 1/2" C

MAIN DIST.

PANEL

PA

N

EL

H

EI

G H T

6' 0" M

AX

IM

U M

6' - 0" ABOVE

COW LEVEL

TRAPEZE HANGER, 316 STAINLESS

STEEL OR UNISTRUT

3-1/2" DEEP X 18" WIDE X 6" RUNG SPACING

316 STAINLESS STEEL CABLE TRAY

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

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Au to de sk D oc s:

//1 5_ U

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A_ D

FR

C _2 2/ A _S _M

EP

-B 2.

rv t

1/ /2 2:

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PM

E-601-B2

EL

EC

TR

IC

AL

S C H

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- A R

EA

B

- A D

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N C

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AN

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AI

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AH

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/0 8/

W F2 0C

W F2 1C

Notes:

Total Estimated Demand Current: 250 Total Connected Current: 244 Total Estimated Demand: 90051 Total Connected Load: 88020

Subpanel 33600 100% 33600 Power 42700 103% 43981 Receptacles 8720 100% 8720 Lighting 3000 125% 3750 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 74.1 84.0 77.3 Total Load: 61.64 69.84 64.24

41 42 39 --- --- --- --- 33.6 40 37 --- --- --- --- 33.6 5.6 --- --- --- --- 38 35 2 EPB2F 100 3 33.6 5.6 2 20 Overhead... 10 36

33 --- --- --- --- 4.5 4.5 --- --- --- --- 34 31 8 Fans 20 2 4.5 4.5 2 20 Fans 8 32 29 --- --- --- --- 4.5 4.5 --- --- --- --- 30 27 8 Fans 20 2 4.5 4.5 2 20 Fans 8 28 25 --- --- --- --- 4.5 4.5 --- --- --- --- 26 23 8 Fans 20 2 4.5 4.5 2 20 Fans 8 24 21 --- --- --- --- 4.5 4.5 --- --- --- --- 22 19 8 Fans 20 2 4.5 4.5 2 20 Fans 8 20 17 12 Receptacles 20 1 1.1 1.1 1 20 Spare 12 18 15 12 Receptacles 20 1 1.1 1.1 1 20 Receptacles 12 16 13 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 14 11 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 12 9 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 10 7 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 8 5 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 6 3 12 Receptacles 20 1 0.36 0.36 1 20 Receptacles 12 4 1 12 Lights 20 1 1.5 1.5 1 20 Lights 12 2

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: Type 1 MCB Rating: 300A Mounting: Surface Wires: 4 Mains Rating: 400A Supply... Panel GDP Phases: 3 Mains Type:

Location: Room B2-101 Volts: 120/208 Wye AIC Rating: 35 kaic

Panel: EPB2 MAIN DISTRIBUTION PANEL

Notes:

Total Estimated Demand Current: 157 Total Connected Current: 154 Total Estimated Demand: 56652 Total Connected Load: 55495

Receptacles 360 100% 360 Power 54900 102% 55998 Lighting 235 125% 293.75 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 25.3 34.6 33.8 Total Load: 20.995 28.74 28.1

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 --- --- --- --- 0.9 24 21 10 Overhead... 20 2 0.9 0.4 1 20 NAC Panel 12 22

19 --- --- --- --- 4.5 4.5 --- --- --- --- 20 17 8 Fans 20 2 4.5 4.5 2 20 Fans 8 18 15 --- --- --- --- 4.5 4.5 --- --- --- --- 16 13 8 Fans 20 2 4.5 4.5 2 20 Fans 8 14 11 --- --- --- --- 4.5 4.5 --- --- --- --- 12 9 8 Fans 20 2 4.5 4.5 2 20 Fans 8 10 7 --- --- --- --- 5.6 4.5 --- --- --- --- 8 5 8 Fans 20 2 5.6 4.5 2 20 Fans 8 6 3 12 Radiant... 20 1 0.42 0.42 1 20 Radiant... 12 4

1 12 Lights 20 1 0.235 0.36 1 20 Receptacles 12 2

Key Note CKT Feeder Load NameTrip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: Type 1 MCB Rating: 200A Mounting: Surface Wires: 4 Mains... 225A Supply... Panel GDP Phases: 3 Mains Type:

Location: Room B2-101 Volts: 120/208 Wye AIC Rating: 35 kaic

Panel: EPB2F

L3 Night lighting Red LED light bulb in single bulb fixture Agrilight Agrilight B.V LED 30 ND 120V/3P

L2 Exterior Door Entrances Exterior wall pack Orion WSLEDA1UNVND840BRPC LED 41 ND 120V/3P

L1 Rooms Dust-proof, water-tight, reinforced fiberglass body Orion VTOD2421LUNVFD840LAFGHWSS LED 120 Full Dimming 120V/3P

Mark Location Description Manuf... Model Lamp Wattage Driver Type Electrical Data Acceptable Manufactureres Notes

Lighting Fixture Schedule

NTS1

SERVICE AND DISTRIBUTION ELEVATION -

B2

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

NTS2 CABLE TRAY INSTALLATION DETAIL

RFI 11137820

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

PS

O F

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D R

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N B Y:

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P

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EP

-B 3.

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1/ /2 2:

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PM

E-601-B3

EL

EC

TR

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S C H

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- A R

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B

C O N

VE

N

TI

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AL

F R

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ST

AL

L

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D R Y C O W

PR

AI

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D U S

AC

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A, D

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/0 8/

W F2 0C

W F2 1C

Notes:

Total Estimated Demand... 308 Total Connected Current: 303 Total Estimated Demand: 256010 Total Connected Load: 251570

Subpanel 73970 100% 73970 Power 177600 103% 182040 Load Classification Connected Load Demand Factor Estimated... Panel Totals

Total Amps: 266.9 266.9 266.9 Total Load: 221.9 221.9 221.9

41 42 39 40 37 38 35 73.9 36 33 73.9 34

31 EPB3 80 73.9 32

29 --- --- --- --- 14.8 14.8 --- --- --- --- 30 27 --- --- --- --- 14.8 14.8 --- --- --- --- 28

25 6 Roof Ventilators 40 3

14.8 14.8

3 40 Roof Ventilators 6

23 --- --- --- --- 14.8 14.8 --- --- --- --- 24 21 --- --- --- --- 14.8 14.8 --- --- --- --- 22

19 6 Roof Ventilators 40 3

14.8 14.8

3 40 Roof Ventilators 6

17 --- --- --- --- 14.8 14.8 --- --- --- --- 18 15 --- --- --- --- 14.8 14.8 --- --- --- --- 16

13 6 Roof Ventilators 40 3

14.8 14.8

3 40 Roof Ventilators 6

11 --- --- --- --- 14.8 14.8 --- --- --- --- 12 9 --- --- --- --- 14.8 14.8 --- --- --- --- 10

7 6 Roof Ventilators 40 3

14.8 14.8

3 40 Roof Ventilators 6

5 --- --- --- --- 14.8 14.8 --- --- --- --- 6 3 --- --- --- --- 14.8 14.8 --- --- --- --- 4

1 6 Roof Ventilators 40 3

14.8 14.8

3 40 Roof Ventilators 6

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: NEMA 3R MCB Rating: 400A Mounting: Surface Wires: 4 Mains... 400A Supply... Panel GDP Phases: 3 Mains Type:

Location: Outdoor Volts: 277/480V AIC Rating: 35 kaic

Panel: EPB3S1

Notes:

Total Estimated Demand Current: 194 Total Connected Current: 190 Total Estimated Demand: 161155 Total Connected Load: 157600

Subpanel 39100 100% 39100 Power 118,500 103% 122055 Load Classification Connected Load Demand Factor Estimated... Panel Totals

Total Amps: 189.6 189.6 189.6 Total Load: 157.6 157.6 157.6

59 60 57 58 55 56 53 54 51 52 49 50 47 --- --- --- --- 49.4 24 --- --- --- --- 48 45 --- --- --- --- 49.4 24 --- --- --- --- 46

43 4 EPB3F 60 3 49.4 24 3 50 SPECIAL OUTLET 4 44

41 --- --- --- --- 9.7 9.7 --- --- --- --- 42 39 --- --- --- --- 9.7 9.7 --- --- --- --- 40 37 8 Stir Fans 30 3 9.7 9.7 3 30 Stir Fans 8 38 35 --- --- --- --- 5.4 5.4 --- --- --- --- 36 33 --- --- --- --- 5.4 5.4 --- --- --- --- 34 31 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 32 29 --- --- --- --- 5.4 5.4 --- --- --- --- 30 27 --- --- --- --- 5.4 5.4 --- --- --- --- 28 25 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 26 23 --- --- --- --- 5.4 5.4 --- --- --- --- 24 21 --- --- --- --- 5.4 5.4 --- --- --- --- 22 19 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 20 17 --- --- --- --- 5.4 5.4 --- --- --- --- 18 15 --- --- --- --- 5.4 5.4 --- --- --- --- 16 13 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 14 11 --- --- --- --- 5.4 5.4 --- --- --- --- 12 9 --- --- --- --- 5.4 5.4 --- --- --- --- 10 7 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 8 5 --- --- --- --- 5.4 5.4 --- --- --- --- 6 3 --- --- --- --- 5.4 5.4 --- --- --- --- 4 1 10 Stir Fans 20 3 5.4 5.4 3 20 Stir Fans 10 2

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: NEMA 3R MCB Rating: 225A Mounting: Surface Wires: 4 Mains Rating: 225A Supply... Panel GDP Phases: 3 Mains Type:

Location: Room B2-101 Volts: 277/480V Wye AIC Rating: 35 kaic

Panel: EPB3S2

L3 Freestall Area Red LED light bulb in single bulb fixture Agrilight Agrilight B.V LED Red 30 ND 120V/3P

L2 Exterior Door Entrances Exterior wall pack Orion WSLEDA1UNVND840BRPC LED 5000K 41 ND 120V/3P

L1 Freestall Area Round high bay fixture with 6' whip and eye bolt Orion HHUF430UNVFD84006WWH-SP LED 5000k 194 Full Dimming 120V/3P

Mark Location Description Manufa... Model Lamp Color Wattage Driver Type Electrical Data Acceptable Manufactureres Notes Lighting Fixture Schedule

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

RFI 11137782

RFI 11137782

PANEL

EPB3S1

400A 277/480V

42 SPACES

PANEL

EPB3S2

225A 277/480V

60 SPACES

150KVA

480V P TO

208V S

TRANSFORMER

600A 480V

ATS

(SERVES ACC

PANELS)

PANEL EPB3

400A 120/208V 3Ø

42 SPACES

PANEL EPB3F

120/208V

30 SPACES

12 - 300MCM,

2 - #1 (G) 2 - 4" C

6 - 300MCM,

1 - #1 (G) 1 - 4" C

FROM

EMERGENCY

GENERATOR FROM

BUILDING

A1

6 - 3/0, 1 - #4 (G), 3" C

3 - #3, 1 -#8 (G), 1 1/4" C

3 - 3/0, 1 - #4 (G) 2 1/2" C

3 - #4, 1 - #8 (G), 1 1/4" C

3 -2/0, 1 - #6 (G), 2"C

6 - 250MCM, 1 - #2

(G), 3" C 6 - 1/0, 1 - #4 (G)

2 1/2" C 3 -3/0, 1 - #6 (G), 2 12" C

12" TROUGH

GRADE

MAIN DISTRIBUTION

PANEL

PA

N

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H

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6' 0" M

AX

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US Army Corps of Engineers ®

SHEET ID

U S

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C

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3 5 7 9 11 13 15 17 19

L

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2 4 6 8 10 12 14 16 18 20

P

M

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EP

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1/ /2 2:

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PM

E-602-B3

EL

EC

TR

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AL

D

IA

G R

AM

S

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B

C O N

VE

N

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AL

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L

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PR

AI

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/0 8/

W F2 0C

W F2 1C

Notes:

Total Estimated Demand Current: 234 Total Connected Current: 229 Total Estimated Demand: 84283 Total Connected Load: 82420

Subpanel 33600 100% 33600 Power 37100 103% 38213 Receptacles 8720 100% 8720 Lighting 3000 125% 3750 Load Classification Connected Load Demand Factor Estimated... Panel Totals

Total Amps: 45.9 48.1 58.7 Total Load: 38.2 40 48.8

41 42 39 40 37 38 35 36 33 34 31 32 29 12 Calan Feeding System 4 1 1.1 5.2 --- --- --- --- 30 27 --- --- --- --- 5.2 2 50 Special Outlet 4 28 25 8.8 --- --- --- --- 26 23 --- --- --- --- 8.4 8.8 2 50 Conveyor 4 24 21 4 Auger System 50 2 8.4 9 --- --- --- --- 22 19 --- --- --- --- 9 9 2 60 Overhead Door 3 20 17 3 Overhead Door 60 2 9 9 --- --- --- --- 18 15 10 Livestock Waterer 20 1 1.8 9 2 60 Overhead Door 3 16 13 10 Livestock Waterer 20 1 1.8 1.8 1 20 Livestock Waterer 10 14 11 12 Receptacles 20 1 0.9 1.8 1 20 Livestock Waterer 10 12 9 12 FENCELINE SOAKER 20 1 0.9 1.1 1 20 Calan Feeding System 12 10

7 10 Lights 20 1 2.3 0.9 1 20 FENCELINE SOAKER 12 8

5 10 Lights 20 1 2.3 2.3 1 20 Lights 10 6 3 10 Lights 20 1 2.3 2.3 1 20 Lights 10 4 1 10 Lights 20 1 2.3 2.3 1 20 Lights 10 2

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: NEMA 3R MCB Rating: 300A Mounting: Surface Wires: 4 Mains Rating: 400A Supply... Panel EPB3S1 Pha... 3 Mains Type:

Location: Outdoor Volts: 120/208 Wye AIC Rating: 35 kaic

Panel:EPB3

Notes:

Total Estimated Demand Current: 30 Total Connected Current: 153 Total Estimated Demand: 10950 Total Connected Load: 54960

M 44400 100%

LM 360 125% 450

Receptacles 9000 100% 9000 Lighting 1200 125% 1500 Load Classification Connected Load Demand Factor Estimated... Panel Totals

Total Amps: 44.5 45.6 45.9 Total Load: 36.96 37.9 38.2

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 10 Calan Feed System 40 1 3.2 20 17 --- --- --- --- 6.6 0.4 1 20 NAC Panel 12 18

15 6 Curtain Operator 40 2 6.6 1.1 1 20 Curtain Controller 12

13 --- --- --- --- 6.6 6.6 --- --- --- --- 14

11 6 Curtain Operator 40 2 6.6 6.6 2 40 Curtain Operator 6

9 --- --- --- --- 6.6 9 --- --- --- --- 10 7 6 Curtain Operator 40 2 6.6 9 2 60 Overhead Doors 4 8 5 --- --- --- --- 9 9 --- --- --- --- 6 3 4 Overhead Doors 60 1 9 9 1 60 Overhead Doors 4 4 1 10 Lights 20 1 1.2 0.36 1 20 Receptacles 12 2

Key Note CKT Feeder Load Name Trip Rating PolesA (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: NEMA 3R MCB Rating: 200A Mounting: Surface Wires: 4 Mains Rating: 200A Supply... Panel GDP Phas... 3 Mains Type:

Location: Outdoor Volts: 120/208 Wye AIC Rating: 22 kaic

Panel: EPB3F

NTS1

SERVICE AND DISTRIBUTION ELEVATION -

B3

R

TA

/0 8/

AD

D

EN

D U M

/2 8/

RFI 11137782

RFI 11137782

EPB14

4' -0 " M

IN

IM

U M

'-0 " M

AX

IM

U M

GRADE

6" 5' 0"

1' - 2"

US Army Corps of Engineers ®

SHEET ID

U S

AR

M Y C O R

PS

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EN

G

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3 5 7 9 11 13 15 17 19

L

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K D

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Fi le P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

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EP

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1/ /2 3:

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PM

E-601-B14

EL

EC

TR

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S C H

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S

- A

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EA

B

FU

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ST

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AG

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AC

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/0 8/

W F2 0C

W F2 1C

NORTH

KEY PLAN

B14

Notes:

Total Estimated Demand Current: 2 Total Connected Current: 2 Total Estimated Demand: 868 Total Connected Load: 810

Lights 30 125% 37.5 Receptacles 180 100% 180

M 400 100% 400

LM 200 125% 250

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 555.2 555.7 555.2 Total Load: 200.03 200.2 200

11 12 9 10 7 8 5 12 Gas Pump 20 1 200 6 3 12 Def Pump 20 1 200 0.2 1 20 Receptacle 12 4 1 12 Diesel Pump 20 1 200 0.03 1 20 Light 12 2

Key Note CKT Feeder Load Name Trip Rating Poles A (kva) B (kva) C (kva) Poles Trip Rating Load Name Feeder CKT Key Note

Enclosure: NEMA 3R MCB Rating: 30A Mounting: Surface Wires: 4 Mains Rating: 60A

Supply From: Panel EPB11 Phases: 3 Mains Type:

Location: B14 Power Pole Volts: 120/208 Wye AIC Rating: 22 kaic

Panel: EPB14

L1 Power Pole Exterior wall pack Orion FLGA3-F1UNVND750BRF76SFTPCSP LED 129 ND 120V/3P

Mark Location Description Manufacturer Model Lamp Wattage (Nominal)

Driver Type

Electrical Data

Acceptable Manufacturers Notes

Lighting Fixture Schedule

1/2" 1'-0"1 E-POWER/LIGHT POLE DETAIL

R

TA

/0 8/

AD

D

EN

D U M

/0 2/

AD

D

EN

D U M

/2 8/

1 BID OPTIONS 6: BRING UTILITY

WITHIN 5' OF BUILDING LOCATION

NOTES:

RFI 11137781

CL DOOR

CENTERLINE OF TRANSITION STRIP

DOOR AS SCHEDULED WHERE OCCURS

DOOR FRAME AS SCHEDULED

WHERE OCCURS

C O

O R

D . W

IT

H

F

IN

IS

H

L E

G E

N D

CONCRETE SLAB

TYPICAL TAPPERED RUBBER

MOLDING

CARPETING

CL DOOR

CENTERLINE OF TRANSITION STRIP

DOOR AS SCHEDULED WHERE OCCURS

DOOR FRAME AS SCHEDULED

WHERE OCCURS

C O

O R

D . W

IT

H

F

IN

IS

H

L E

G E

N

D CONCRETE SLAB

TYPICAL TAPPERED RUBBER

MOLDING

RESILIENT TILE FLOORING, TYP.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

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N N

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3 5 7 9 11 13 15 17 19

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M A

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P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

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A u to d e s k D o c s

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W F

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I-001s - INTERIOR FINISH LEGEND

CODE MANUFACTURER SERIES/STYLE COLOR SIZE COMMENTS

03 35 43 POLISHED CONCRETE

PC-1 -- EXPOSURE: CLASS B, FLOOR FINISH: LEVEL 2 -- --

06 41 16.00 10 PLASTI-LAMINATE-CLAD ARCHITECTURAL CABINETS

PL1 WILSONART 4830K-18 SATIN STAINLESS -- SEMINAR ROOM/BREAKROOM/TOILET ROOMS / COPY

06 42 00 GRILLE SLAT ACOUSTIC WOOD PANELING

WD1 TERRAMAI ACOUSTIC PANEL, GRILLE SLAT DOUGLAS FIR W/ WHITE WHITE

WOOD SUPPORTS & ACOUSTIC

PANEL

-- SEMINAR ROOM, VESTIBULE, RECEPTION, CORRIDOR; WHITE

ACOUSTIC PANEL AND PAINTED WHITE BRACING

06 61 16 SOLID SURFACE FABRICATIONS

SSF1 CORIAN QUARTZ GRAPHITE -- SEMINAR ROOM / BREAKROOM/TOILET ROOMS / COPY

09 30 10 PORCELAIN TILE

PT-1 DALTTILE SANTINO GRIGO SN08 12" X 24" FLOOR TILE, TOILET ROOM & LOCKER ROOM, GROUT: MAPEI

FLEXCOLOR, COLOR: COBBLESTONE 5103, 1/8" JOINT;

INSTALLATION: RUNNING BOND; REFER TO FLOOR PLAN

PT-2 DALTTILE SANTINO GRIGO SN08 12" X 24" WALL TILE, RESTROOM / LOCKER, GROUT: MAPEI FLEXCOLOR, COLOR: COBBLESTONE 5103, I/8" JOINT; INSTALLATION: STACKED

PT-2A DALTTILE SANTINO GRIGO SN08 6" X 12" COVE BASE, TOILET ROOMS / LOCKER ROOMS; GROUT: MAPEI

FLEXCOLOR, COLOR: COBBLESTONE 5103 46, I/8" JOINT; ALIGN

WITH FLOOR FLOOR

PT-3 AMERICAN OLEAN COLOR STORY WALL DEPENDABLE 0053 (2) 3" X 6" WALL TILE, MUDD ROOM / CORRIDOR, GROUT: MAPEI FLEXCOLOR, COLOR: WARM GRAY 5093, I/8" JOINT; INSTALLATION: STACKED

TT1 SCHLUTER TRIM SCHIENE TRIM STAINLESS STEEL --

TT2 SCHLUTER TRIM DILEX-HKU STAINLESS STEEL -- WALL TILE TO FLOOR TILE TRANSITION

09 51 00 ACOUSTICAL CEILINGS

ACT1 ARMSTRONG 1912HRC ULTIMA BEVELED TEGULAR WHITE 24" X 24" X 3/4" 9/16" GRID

ACT2 ARMSTRONG CLEAN ROOM VL, SQUARE LAY-IN; 15/16" WHITE 24" X 24" X 5/8" LAB; 9/16" GRID

09 62 38 STATIC DISSIPATIVE RESILIENT TILE

SDRT1 NORA SYSTEMS NORAMENT GRANO 5306 CAMPHOR 25" X 25" TELECOM, COMPUTER ROOM

09 65 00 RUBBER SHEET FLOORING

HS1 NORA SYSTEMS NORAPLAN ENVIRONCARE 7033 TAIL GATING 49" X 48" LAB

HS2 NORA SYSTEMS NORAPLAN SENTICA 6521 SUNDAY PAPER -- OFFICE

INT -- INTEGRAL COVE BASE -- 4" H LAB

RB1 JOHNSONITE MILLWORK SERIES CONTOURED BASE; MONUMENT4" MISTIFY CG 469 4" H X 96" L

RB2 JOHNSONITE STANDARD COVE BASE MISTIFY CG 469 4" H

09 67 83 CONCRETE FLOOR SEALER AND HARDENER

CFS-HD L&M CONSTRUCTION CHEMICALS SEAL HARD TRANSPARENT --

09 68 00 CARPETING

CPT1 PATCRAFT PATINA 10511 ARTFULLY RUSTED 00525 12" X 48" SEMINAR ROOM

09 90 00 PAINTS AND COATINGS

PNTL-1 PPG LOW VOC EGGSHELL PEGASUS PPG1010-1 --

PNTLC-1 PPG LOW VOC FLAT WHITE -- CEILING PAINT

PNTLE-1 PPG LOW VOC EPOXY SEMI GLOSS PEGASUS PPG1010-1 --

10 26 00 WALL AND DOOR PROTECTION

CG1 -- STAINLESS STEEL STAINLESS STEEL 3" W 54" AFF SURFACE MOUNTED. LAB CORRIDOR

10 51 13 METAL LOCKERS

ML1 PENCO VANGUARD METAL STORAGE LOCKERS SINGLE TIER 028 GRAY 15" W X 18" D X

60" H

12 24 13 ROLLER WINDOW SHADES

RS-1, RS-2, RS-3 DRAPER GREENSCREEN REVIVE ONYX, 5% TRANSPARENCY -- MANUAL SHADE, REFER TO I-101-A FOR LOCATIONS, REFER TO

A-531-A FOR DETAILS

RS-1A DRAPER GREENSCREEN REVIVE STONE 1% TRANSPARENCY MANUAL SHADE, REFER TO I-101-A FOR LOCATIONS, REFER TO

A-531-A FOR DETAILS

12 35 53 LABORATORY CASEWORK & OTHER FURNISHING

EC-1 DURCON INCORP. EXPOSY RESIN WORKSURFACE GRAPHITE

LC-1 KEWAUNEE SCIENTIFIC CORP. STEEL CASEWORK CC85 SATIN GREY

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

EG1 CS CONSTRUCTION

SPECIALITIES

GRIDLINE G6 WITH 4" DEEP PIT, NO DRAIN PAN -- -- VESTIBULE / MUD ROOM

9. ALL SHEET FLOORING TO HAVE HEAT WELDED SEAMS AND

SELF-COVING BASE 6" A.F.F. UNLESS NOTED OTHERWISE.

8. WALL BASE DOES NOT EXTEND OVER STOREFONT OR OTHER

SPECIALTY WALL FINISH UNLESS SHOWN OTHERWISE.

7. ALL FLOORING TYPE TRANSITIONS AT DOORS SHALL OCCUR ON

THE CENTERLINE OF THE DOOR LEAF. TRANSITION TO BE

SMOOTH AND EVEN. MAXIMUM VERTICAL CHANGE IN ELEVATION

SHALL BE 1/4 IN. REFER TO SPECIFICATIONS FOR REQUIRED...

5. PAINT INTERIOR SURFACES OF DUCTS LOW VOC BLACK WHERE

SURFACES ARE VISIBLE THROUGH GRILLES AND DIFFUSERS.

4. UNLESS OTHERWISE INDICATED, DO NOT PAINT

FACTORY-FINISHED OR INSTALLER-FINISHED ITEMS.

3. WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY

MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS

OR AREA. IF COLOR OF FINISH IS NOT DESIGNATED, ARCHITECT

WILL SELECT FROM STANDARD COLORS OR FINISHES...

2. DESIGN IS NOT INTENDED TO LIMIT THE SELECTION FOR EQUAL

COLORS FROM OTHER MANUFACTURERS. ANY COLOR

SUBSTITUTE MUST BE APPROVED BY ARCHITECT.

1. IF FINISH CODE IS NOT SPECIFIED (--), NO FIELD FINISH IS

APPLIED. REFER TO CORRESPONDING SPECIFICATION SECTION.

IF MANUFACTURER FINISH IS SPECIFIED (MFR), REFER TO

CORRESPONDING SPECIFICATION SECTION.

GENERAL NOTES

6" = 1'-0" A1

CARPET TO CONCRETE

6" = 1'-0"

A2

RESILIENT TO CONCRETE

R T

A

/0

/2

A d d e n d u m

I n q u ir y

/1

/2

A d d e n d u m

I n q u ir y

/2

/2

WATERSTOP AND

ANCHOR COLLAR

WALL

WALL SLEEVE

CARRIER PIPE

HYDRO-STATIC PIPE

WALL CLOSURE -

'LINK SEAL' OR EQUAL

EYE BOLT…