W912HN-18-R-3003_VOL2_AMD2.pdf

8" DIA X 5'-0" HIGH CONC.

FILLED STEEL BOLLARD, TYP.

OVERHEAD DOOR

ASSEMBLY

EXTERIOR WALL

ASSEMBLY

2'

- 0

3'

- 4

2'

- 0

AT EXTERIOR (OUTSIDE) CORNER

AT OVERHEAD DOOR

2' - 0"12" DIA X 5'-0" HIGH CONC.

FILLED STEEL BOLLARD, TYP.

8" DIA X 5'-0" HIGH CONC.

FILLED STEEL BOLLARD, TYP.

EXTERIOR WALL ASSEMBLY

FIN FLOOR

0"

CONT. THROUGH WALL FLASHING

OVER PREFINISHED METAL DRIP EDGE

WITH

WEEPS AT 32 INCHES O.C.

MORTAR NET

GROUT SOLID TO UNDERSIDE OF FLASHING

POURED

CONCRETE

FLOOR

SLAB SEE

STRUCTURAL

OVERLAP CONTROL LAYER ONTO

RADON/VAPOR BARRIER MIN. 12"

RADON/VAPOR BARRIER WRAPPED UP AND

SEALED TO THE EXTERIOR FACE OF THE

POURED CONCRETE FOUNDATION

SET STUD TRACK ON TWO

ROWS OF CONTINUOUS

SEALANT

CAST IRON DOWNSPOUT BOOT,

CONNECT TO STORM SEWER BELOW

GRADE, SEE CIVIL, TYP.

AIR BARRIER COMPONENT- VAPOR

IMPERMEABLE FACTORY PREFINISHED

INSULATED METAL WALL PANEL (R 21

MINIMUM) SYSTEM.

PREFINISHED ALUMINUM DOWN

SPOUT BEYOND

NOM. 4 INCH SPLIT-FACED CMU

2 INCH CAVITY

CONTINOUS LIQUID APPLIED CONTROL

LAYER OVER 5/8" GLASS MAT

GYPSUM SHEATHING

2 1/2 INCH RIGID INSULATION BOARD R10

MINIMUM

PREFINISHED METAL FLASHING SET IN

FULL BED OF SEALANT

PANEL CLIP, REFER TO

MANUFACTURER'S DETAILS

CONTINUOUS PRECAST CONCRETE CAPSTONE

PREFINISHED METAL DRIP FLASHING AT

BOTTOM OF METAL PANELS, WITH

BACKER ROD AND SEALANT BETWEEN

DRIP FLASHING AND COUNTERFLASHING

NOTE: SEE A-800 SERIES PLATES

FOR AIR BARRIER GUIDANCE.

R 13 BATT INSULATION, BETWEEN

LIGHT GAUGE METAL STUDS @ 16"

O.C., MAX.

CONT. METAL GIRT BY PRE-ENGINEERED

METAL BUILDING MANUFACTURER

8" METAL STUDS, NOTCHED AROUND GIRTS

METAL TRIM W/ HEMMED EDGE, PAINT TO

MATCH CORRUGATED METAL

PAINTED, CORRUGATED METAL, VERTICAL

CORRUGATIONS

PREFINISHED METAL COUNTERFLASHING

INSTALLED BEHIND RIGID INSULATION AND

BENT OVER TOP

ADJUSTABLE MASONRY WALL TIES W/

INSULATION CRUSH-PROOF LEGS, TYP.

2'

0"

RUN CONTROL LAYER DOWN OVER TOP OF

STAINLESS STEEL TERMINATION BAR AT

TOP OF THROUGH WALL FLASHING

NOM. 4" CMU

CONTINUE CONTROL LAYER ONTO

AND DOWN THE FACE OF FOOTING

PREFORMED JOINT

EXTERIOR CONCRETE, SEE CIVIL DRAWINGS

BLOCKING PER MANUFACTURER'S

REQUIREMENTS

W1

D

W2

1 3/4"

1 3/4" 2 5/8"

4 3/8"

3/8" CMU WALL

SEALANT AND

BACKER ROD

SEALANT AND BACKER ROD

JOINT CLEAR OF MORTAR

NOTE: PROVIDE JOINT IN PRECAST CONCRETE

AND BEJ AT MASONRY VENEER AT ALL CMU

CONTROL JOINT LOCATIONS

NOTE: BREAK METAL CMU WALL

REINFORCING ON BOTH SIDES OFCONTROL

JOINT

SEAL ALL AROUND GAP

BETWEEN PIPE SLEEVE AND

MASONRY W/ ELASTOMERIC

SEALANT W/ CLOSED CELL

BACKER ROD

OVERLAP SELF ADHESIVE AIR

BARRIER MEMBRANE OVER FLUID

APPLIED AIR BARRIER AT WALL

FACE AND SEAL TO PIPE SLEEVE -

MIN 4" LAP

PIPE SLEEVE

ESCUTCHEON AT ALL

FINISHED SPACES AND

WHERE SPECIFIED

MINERAL WOOL IN ANNULAR SPACE

EQUIPMENT FACE

PLATE OR

ESCUTCHEON -

PROVIDE BACKER ROD

& SEALANT AT

PERIMETER EDGE

FLUID APPLIED AIR

BARRIER ON 1/2" GLASS-

MAT GYP SHEATHING

FILL GAP BETWEEN

FRAMING AND PIPE

SLEEVE WITH

MINERAL WOOL BATT

PIPE OR CONDUIT

PENETRATING WALL

TYPICAL EXTERIOR WALL

SHOWN - SEE WALL SECTIONS

FOR PROJECT EXTERIOR WALL

COMPOSITION AND

DIMENSIONS

LOWER EAVE

26' - 0"

T.O.S. @ HAUNCH

27' - 4 7/64"

AIR BARRIER COMPONENT-

VAPOR IMPERMEABLE FACTORY

PREFINISHED INSULATED METAL

WALL PANEL (R 21 MINIMUM)

SYSTEM.

PREFINISHED ALUMINUM DOWN

SPOUT BEYOND

CONT. METAL GIRT BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER

PREFINSHED

ALUMINUM GUTTER

PREFINISHED METAL FASCIA WITH

CONT. CONCEALED CLEATS OVER

3/4" MARINE GRADE PLYWOOD

SHEATHING ON LIGHT GAUGE

FRAMING, TYP.

PREFINSHED METAL SOFFIT PANELS ON ON

LIGHT GAUGE METAL FRAMING @ 16" O.C., TYP.

CONT. BACKER ROD AND SEALANT

AT JOINT, TYP., COLOR TO MATCH

METAL PANELS

PREFINISHED METAL TRIM

CONT. METAL BEAM BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER

METAL PURLINS BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER

EAVE SUPPORT BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURERCONT. BENT METAL EAVE

SUPPORT STRUT

1'

0"

A-500

1 3" THICK FACTORY PREFINISHED

PREINSULATED METAL WALL PANEL

(R 21 MINIMUM) SYSTEM.

Z-GIRTS BY PRE-ENGINEERED

METAL BUILDING

MANUFACTURER AT TOP,

MIDDLE AND BOTTOM OF

TRANSLUCENT PANEL

BENT FRAME BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER

BEAM BY PRE-ENGINEERED

METAL BUILDING MANUFACTURER

PREFINISHED METAL DRIP FLASHING

PREFINISHED METAL FLASHING W/

BEND FOR THERMAL MOVEMENT

METAL CLEAT

FLEXIBLE FLASHING

FILL CAVITY WITH BATT INSULATION

AIR BARRIER COMPONENT-

VAPOR IMPERMEABLE FACTORY

PREFINISHED PREINSULATED

METAL ROOF PANEL (R28

MINIMUM) SYSTEM

5/8" GLASS MAT GYP BD.

ATTACHED TO Z-PURLINS, PAINT

TO MATCH ADJACENT FINISHES

5/8" GLASS MAT GYP BD.

ATTACHED TO Z-PURLINS AND

LIGHT GAUGE METAL STUDS

@ 24" O.C., PAINT TO MATCH

ADJACENT FINISHES

DRIP

DRIP TO BE 1" QUARTER ROUND

OR MANUFACUTURER'S STANDARD DRIP

5/

8"

6 1/2"

3 1/2" 3"

5/

8" 1"

3/4" 1/2"

5 1/4"

JAMB CONDITION - ISO

1 3/4"

PRECAST

RETURN

PROJECTION AT

DOORS

CMU BASE

MTL WALL PANEL

JAMB CONDITION -

ELEVATION

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CONT. BACKER

ROD AND

SEALANT JOINT

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ISSUED FOR CONSTRUCTION

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

6"6"

SCALE: 3"=1'-0"

04 2

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

TYP. BOLLARD PLACEMENT DET.4TYPICAL DETAIL AT WALL BASE1

TYPICAL CMU CONTROL JOINT (CJ)3

TYPICAL EXTERIOR WALL PENETRATION6

TYPICAL DETAIL AT EAVE2 0

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

1 2 42

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

SECTION DETAIL - ROOF HI-LO TRANSITION5

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

PRECAST CONCRETE COPING DETAILS7

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1. USE 5/8" GLASS MAT GYP BD AT ALL LOCATIONS

TYPICALLY. WHERE TILE IS TO BE USED OR OTHER

WET AREAS USE CEMENT BD WITH MEMBRANE IN

LIEU OF GLASS MAT. REFERENCE FINISH SCHEDULE

FOR TILE LOCATIONS. THESE REQUIREMENTS ARE

IN ADDITION TO TYPE 'X' REQUIREMENT AT RATED

WALLS.

2. USE HIGH IMPACT GYP BD IN ALL COMMON

AREAS, TO INCLUDE CORRIDORS, LOBBIES, AND

VESTIBULES, AND IN ALL STORAGE ROOMS.

3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE

FIRE RETARDANT TREATED PLYWOOD ON GYP BD

WALL SURFACES ARE REQUIRED. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY

WITH APPLICABLE UL DESIGN NUMBER FOR RATING

INDICATED.

5. METAL STUD SPACING FOR PARTITIONS SHALL

BE MAXIMUM 16" O.C. AT ALL LOCATIONS TO

RECEIVE CERAMIC TILE WALL FINISH AND MAXIMUM

24" O.C. AT ALL OTHER LOCATIONS U.N.O.

6. ALL WALLS FORMING THE PERIMETER OF THE

BUILDING ENVELOPE SHALL BE EXTENDED TO THE

UNDERSIDE OF THE ROOF DECK AND SEALED AT

TOP AND BOTTOM ON BOTH SIDES OF WALL.

7. SOME STUD WALLS WILL CONTAIN PLUMBING

AND MAY REQUIRE CUTTING, SPLICING, AND

REINFORCING OF THE STUDS. REFER TO

MECHANICAL FOR PLUMBING LOCATIONS AND

STRUCTURAL FOR STUD FRAMING REQUIREMENTS.

STRUCTURAL INTEGRITY OF STUDS MUST BE

MAINTAINED.

8. MINIMUM GAUGE OF INTERIOR STUDS SHALL BE

AS FOLLOWS U.N.O.:

20 GA. FOR NON-LOADBEARING PARTITIONS UP TO

17-FT ABOVE SLAB

-- 16 GA. MIN. FOR 20-FT ABOVE SLAB

-- 12 GA. MIN. FOR 24-FT

- REFERENCE SPECIFICATIONS FOR MINIMUM

GAUGE OF STUDS AT HEADERS AND OPENINGS

9. PROVIDE SOLID BLOCKING AT ALL WALL-

MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

TOILET ACCESSORIES, WALL STOPS, AND

FIXTURES.

10. ALL PENETRATIONS INTO STC RATED AREAS

(WALLS, CEILINGS, FLOORS) SHALL BE SEALED

BOTH SIDES.

11. WHERE NO CEILING IS SCHEDULED, EXTEND

WALL TO UNDERSIDE OF DECK U.N.O.

CEILING

PLAN

BASE

ROOF DECK

CONTINUOUS SEALANT BOTH SIDES

DEFLECTION TRACK

SCHEDULED CEILING

ONE LAYER 5/8" GYPSUM WALL

BOARD EACH FACE

METAL STUDS AT 16" O.C.

UNLESS OTHERWISE NOTED, REFER

TO WALL TYPE FOR STUD SIZE

CONTINUOUS SEALANT BOTH SIDES

TOP OF STRUCTURAL

SLAB

CONTINUOUS RUNNER

PARTITION TYPE 'A'- NON FIRE RATED

A: 6" MTL. STUDS, 5/8" GYP. BD. BOTH SIDES

A1: 6" MTL. STUDS, 5/8" GYP. BD. 1 SIDE

A2: 3 5/8" MTL. STUDS, 5/8" GYP. BD. 1 SIDE

A3: 2 1/2" MTL. STUDS, 5/8" GYP. BD. 1 SIDE

(REFER TO PLAN LOCATIONS AND FINISH

SCHEDULE FOR SOUND BATT LOCATIONS)

CEILING

PLAN

BASE

SCHEDULED CEILING

ONE LAYER 5/8" CEMENTITIOUS

WALL BOARD

METAL STUDS AT 16" O.C.

UNLESS OTHERWISE NOTED

CONTINUOUS FIRE/SMOKE

STOP SEALANT BOTH SIDES

TOP OF STRUCTURAL

SLAB

CONTINUOUS RUNNER

CERAMIC TILE WHERE SCHEDULED

6"

PARTITION TYPE 'B'-

NON FIRE RATED PARTITION,

B: 6" MTL. STUDS, 5/8" GYP. BD. 2 SIDES W/ CERAMIC TILE 1 SIDE

B1: 6" MTL. STUDS, 5/8" GYP. BD. 1 SIDE W/ CERAMIC TILE

B2: 2 1/2" MTL. STUDS, 5/8" GYP. BD. 1 SIDE W/ CERAMIC TILE

(REFER TO PLAN LOCATIONS AND FINISH

SCHEDULE FOR SOUND BATT LOCATIONS)

WALL TYPE B: ONE LAYER 5/8"

GYPSUM WALL BOARD ON

CORRIDOR SIDE

CEILING

PLAN

BASE

ROOF DECK

CONTINUOUS FIRE/SMOKE

STOP SEALANT BOTH SIDES

REFER TO SYSTEM NO. HW-D-0488

FOR HEAD OF WALL DETAIL

SCHEDULED CEILING

ONE LAYER 5/8" GYPSUM WALL

BOARD EACH FACE. PROVIDE TYPE

X AT PARTITION TYPES C, C1

CMU, REFER TO WALL TYPES FOR

NOM. SIZES UNLESS OTHERWISE

NOTED

CONTINUOUS FIRE/SMOKE

STOP SEALANT BOTH SIDES

TOP OF STRUCTURAL

SLAB

CONTINUOUS RUNNER

C: 12" NOM. CMU (1 HR RATED UL U#907) W/ WALL TYPE 'F' TO DECK

C1: 12" NOM. CMU W/ 7/8" HAT CHANNELS AND 5/8" GYP. BD. 1 SIDE

(1 HR RATED UL U#907) W/ WALL TYPE 'F' ABOVE TO DECK

WALL TYPES 'C' AND 'C1': CMU RATED 1 HR, PER MIN. EQUIVALENT THICKNESS PER IBC

TABLE 721.3.2. 2.7 MIN. CMU THICKNESS REQUIRED BLOCK SHALL BEAR U.L.

CLASSIFICATION MARKINGS

6"

SOUND BATTS(OMITTED IN

WALL TYPES

'C2' AND 'C3') 1 LAYER 5/8" TYPE X GYP.

BD. EA. SIDE

SEAL EA. SIDE W/ FIRE

RATED SEALANT

FOR WALL

TYPE 'F'

INFO SEE

SHEET

A-702

UL# U465

F

PLAN

BASE

8" METAL STUDS AT 16" O.C.

UNLESS OTHERWISE NOTED

CONTINUOUS SEALANT

TOP OF STRUCTURAL

SLAB

CONTINUOUS RUNNER

PARTITION TYPE 'D'-

CORRUGATED METAL WAINSCOT

TOP

R 13 BATT INSULATION,

BETWEEN LIGHT GAUGE

METAL STUDS @ 16" O.C.,

MAX.

EXTERIOR WALL ASSEMBLY, W1

CONT. METAL GIRT BY PRE-

ENGINEERED METAL BUILDING

MANUFACTURER

8" METAL STUDS @ 24" O.C.,

NOTCHED AROUND GIRTS

METAL TRIM W/ HEMMED EDGE

CORRUGATED METAL

AP

PR

O X.

PLAN

BASE

CONTINUOUS ACOUSTICAL SEALANT

TOP OF STRUCTURAL

SLAB

CONTINUOUS RUNNER

PARTITION TYPE 'E'-

CORRUGATED METAL FINISH AT CLASSROOM WALLS

UPPER

SOUND BATT INSULATION

BETWEEN METAL STUDS.

METAL STUDS @ 16" O.C.

CORRUGATED METAL

6"

CEILING AS SCHEDULED

4"

BASE AS SCHEDULED

E: 6" MTL. STUDS @ 16" O.C., W/ 5/8" GYP. BD. ON BOTH SIDES, W/

7/8" HAT CHANNELS ON STORAGE BAY SIDE AND CORRUGATED

METAL PANELS

E1: SAME AS 'E' BUT OMIT 5/8" GYP. BD. ON INSIDE

GYP BD. SHEATHING

HAT CHANNELS @ 24" O.C. VERTICAL

HAT CHANNELS @ 24" O.C. VERTICAL

AIR BARRIER COMPONENT-

VAPOR IMPERMEABLE

FACTORY PREFINISHED

INSULATED METAL WALL

PANEL (R 21 MINIMUM)

SYSTEM.

FINISHED CEILING

AS SCHEDULED

EXTERIOR INTERIOR

LINE OF BENT FRAME

BEYOND

PLAN

SECTION

CONT. METAL GIRT BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

LINE OF GIRTS

ABOVE/BELOW

EXTERIOR INTERIOR

LINE OF BENT FRAME

BEYOND

PLAN

SECTION

CONT. METAL GIRT BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

NOM. 4" SPLIT-FACED CMU

BASE, RUNNING BOND

2 INCH CAVITY

SEMI-IMPERMEABLE

AIR/WEATHER RESISTIVE

BARRIER OVER 5/8" GLASS

MAT GYPSUM SHEATHING

R 13 BATT INSULATION,

BETWEEN LIGHT GAUGE

METAL STUDS @ 16" O.C., MAX.

2 1/2 INCH THICK CAVITY WALL

MINERAL WOOL INSULATION

BOARD R10 MINIMUM

TOP OF

STRUCTURAL

SLAB

CONTINUOUS RUNNER

8" MTL. STUDS @ 16" O.C.,

NOTCHED AROUND GIRTS

INTERIOR FINISH

MATERIAL

EXTERIOR INTERIOR

LINE OF BENT FRAME

BEYOND

PLAN

SECTION

CONT. METAL GIRT BY

PRE-ENGINEERED METAL

BUILDING MANUFACTURER

NOM. 4" SPLIT-FACED CMU

BASE, RUNNING BOND

2 INCH CAVITY

SEMI-IMPERMEABLE

AIR/WEATHER RESISTIVE

BARRIER OVER 5/8" GLASS

MAT GYPSUM SHEATHING

R 13 BATT INSULATION,

BETWEEN LIGHT GAUGE

METAL STUDS @ 16" O.C., MAX.

2 1/2 INCH THICK CAVITY WALL

MINERAL WOOL INSULATION

BOARD R10 MINIMUM

TOP OF

STRUCTURAL

SLAB

CONTINUOUS RUNNER

8" MTL. STUDS @ 16" O.C.,

NOTCHED AROUND GIRTS

INTERIOR FINISH

MATERIAL

METAL SOFFIT PANELS

BLOCKING

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ISSUED FOR CONSTRUCTION

WALL TYPE NOTES

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

WALL TYPE 'A', 'A1', 'A2', 'A3'1

WALL TYPE 'B', 'B1', 'B2'2

WALL TYPES 'C', 'C1'3

WALL TYPES 'D', D1'4

WALL TYPES 'E', 'E1'5 EXTERIOR WALL TYPE 27

EXTERIOR WALL TYPE 16 EXTERIOR WALL TYPE 38

NOTE: FOR WALL TYPE 'F' SHOWN

IN DETAIL 2-A302 SEE: SHEET

A-702

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MASONRY UNITS, REFER TO WALL

TYPES FOR TYPE AND THICKNESS

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

STOREFRONT DOOR FRAME

AS SCHEDULED.

BACKER ROD AND SEALANT

R 13 BATT INSULATION

5/8" THICK GLASS MAT GYPSUM

WALL BOARD

P.T. WOOD BLOCKING

SEALANT

STOREFRONT DOOR AS

SCHEDULED

NOTE: SEE A-800 SERIES PLATES FOR

AIR BARRIER GUIDANCE

PREFINISHED METAL

DRIP FLASHING

CMU JAMB (BEYOND)

WEEPS @ 32" O.C. MAX.

ADJUSTABLE MASONRY WALL TIES

RIGID INSULATION OVER

CONTROL LAYER ON 5/8" EXT.

GYP. BD. SHEATHING

RUN CONTROL LAYER OVER TOP

OF FLEXIBLE MEMBRANE (PEEL

AND STICK) LAID OVER

TERMINATION BAR

CONT. THRU-WALL FLASHING W/ END

DAMS, RUN UP FACE OF EXT. GYP.

BD. AND PROVIDE STAINLESS STEEL

TERMINATION BAR AND SEALANT

MORTAR NET

MIN. R-13 BATT

INSULATION BETWEEN

METAL STUDS AND GIRTS

P.T. WOOD BLOCKING

CONT. SEALANT

AROUND PERIMETER

OF FRAME, TYP.

STOREFRONT DOOR FRAME

AS SCHEDULED. PROVIDE 3

JAMB ANCHORS PER JAMB

STOREFRONT DOOR AS

SCHEDULED

NOTE: SEE A-800 SERIES PLATES

FOR AIR BARRIER GUIDANCE

PAINTED GYP BD.

INTERIOR FINISH

8" METAL STUDS AND

TRACK AT HEAD AND

JAMBS, FILL STUD CAVITY

WITH MINERAL WOOL

INSULATION

MASONRY UNITS, REFER TO

WALL TYPES FOR TYPE &

THICKNESS

RIGID INSULATION BOARD

CONTINUOUS LIQUID APPLIED

CONTROL LAYER

5/8" THICK GLASS MAT GYPSUM

SHEATHING

BACKER ROD AND SEALANT

STEEL CHANNEL, REFER

TO STRUCTURAL

FLEXIBLE MEMBRANE

FLASHING, TURN CORNER

INTO ROUGH OPENING

1"

STOREFRONT DOOR FRAME

AS SCHEDULED. PROVIDE 3

JAMB ANCHORS PER JAMB

STOREFRONT DOOR AS

SCHEDULED

NOTE: SEE A-800 SERIES PLATES

FOR AIR BARRIER GUIDANCE

LINE OF MASONRY UNITS BELOW

CONT. BACKER ROD AND SEALANT P.T. WOOD BLOCKING

CONT. SEALANT

AROUND PERIMETER

OF FRAME, TYP.

NOTE: SEE A-800 SERIES PLATES

FOR AIR BARRIER GUIDANCE

FACTORY PREFINISHED INSULATED

METAL COMPOSITE WALL PANEL

(R 21 MINIMUM)

8" METAL STUDS AND

TRACK AT HEAD AND

JAMBS, FILL STUD CAVITY

WITH MINERAL WOOL

INSULATION

LINE OF PRECAST CONCRETE CAP

STONE RETURN BELOW, HIDDEN

BELOW METAL WALL PANEL

8"

6 3/4" 3"

MIN. R-13 BATT

INSULATION BETWEEN

METAL STUDS AND GIRTS

PAINTED GYP BD.

INTERIOR FINISH

STAINLESS STEEL DRIP EDGE

BACKER ROD AND SEALANT

NOTE: SEE A-800 SERIES PLATES FOR

AIR BARRIER GUIDANCE

FACTORY PREFINISHED INSULATED

METAL COMPOSITE WALL PANEL

(R 21 MINIMUM)

8" METAL STUDS AND TRACK AT

HEAD AND JAMBS, FILL STUD

CAVITY WITH MINERAL WOOL

INSULATION

STOREFRONT DOOR FRAME

AS SCHEDULED.

STOREFRONT DOOR AS

SCHEDULED

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

R 13 BATT INSULATION

5/8" THICK GLASS MAT GYPSUM

WALL BOARD

P.T. WOOD BLOCKING

SEALANT

DOOR AS

SCHEDULED

STOREFRONT

FRAME BEYOND

ADA COMPLIANT

ALUM. THRESHOLD

SET IN FULL MASTIC

BED

NEOPRENE DOOR

SWEEP ATTACHED

TO BOTTOM OF

DOOR

GYP. BD. FINISH

BEYOND

SHEET ID

D R

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C he ck er

ISSUED FOR CONSTRUCTION

EXT. SF DOOR HEAD @ CMU1

EXT. SF DOOR JAMB2

EXT. SF DOOR JAMB @ MTL PANEL3

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

EXT. SF DOOR HEAD @ METAL4

ALUMINUM SILL5

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2" R

EF

. S

C H

ED

HOLLOW METAL

DOOR FRAME

AS SCHEDULED

HOLLOW METAL

DOOR AS

SCHEDULED

VARIES- REF. PARTITION TYPES

GYPSUM BOARD PARTITION -SEE PLANS FOR

PARTITION TYPE

SOUND ATTENTUATION BATTS IF APPLICABLE,

VERIFY WITH PARTITION TYPES

CAULKING AT

GYPSUM

BOARD, 1/4" BUTT

JOINT

PROVIDE CAULK AT

CERAMIC TILE (SEE

FINISH SCHEDULE)

BOX HEADER AT OPENING

NOTE:

SEE PARTITION TYPES FOR

WALL THICKNESS AND FOR

NUMBER OF LAYERS, THICKNESS

AND TYPE OF GYPSUM BOARD,

CEMENT BOARD. SEE FINISH

SCHEDULE FOR TILE LOCATIONS

NOTE: SEE A-800 SERIES PLATES FOR AIR

BARRIER GUIDANCE

2" R

EF

. S

C H

ED

HOLLOW METAL

DOOR FRAME

AS SCHEDULED

PROVIDE (3) JAMB

CLIPS PER JAMB

HOLLOW METAL

DOOR AS

SCHEDULED

VARIES- REF. PARTITION TYPES

GYPSUM BOARD PARTITION-SEE

PLANS FOR PARTITION TYPE

SOUND ATTENTUATION BATTS IF APPLICABLE,

VERIFY WITH PARTITION TYPES

CAULKING AT

GYPSUM

BOARD, 1/4" BUTT

JOINT

PROVIDE CAULK AT

CERAMIC TILE (SEE

FINISH SCHEDULE)

DOUBLE METAL STUDS

AT JAMBS

NOTE:

SEE PARTITION TYPES FOR

WALL THICKNESS AND FOR

NUMBER OF LAYERS, THICKNESS

AND TYPE OF GYPSUM BOARD,

CEMENT BOARD. SEE FINISH

SCHEDULE FOR TILE LOCATIONS

NOTE: SEE A-800 SERIES PLATES FOR AIR

BARRIER GUIDANCE

HOLLOW METAL

DOOR AND

FRAME AS

SCHEDULED FLOOR FINISH AS SCHEDULED

BOTH SIDES

MOLDING/ THRESHOLD AS

REQUIRED FOR CHANGES

IN FLOOR FINISHES

CONCRETE SLAB

SEE STRUCTURAL

NOTE: SEE A-800 SERIES PLATES FOR AIR

BARRIER GUIDANCE

HOLLOW METAL

DOOR AND

FRAME AS

SCHEDULED

FLOOR FINISH AS SCHEDULED

BOTH SIDES1/

2" M

AX

MARBLE THRESHOLD

CONCRETE SLAB

SEE STRUCTURAL

NOTE: SEE A-800 SERIES PLATES FOR AIR

BARRIER GUIDANCE

R

EF

. S C

H

ED

HOLLOW METAL

DOOR FRAME

AS SCHEDULED

VARIES- REF. PARTITION TYPES

GYPSUM BOARD PARTITION -SEE PLANS FOR

PARTITION TYPE

SOUND ATTENTUATION BATTS IF APPLICABLE,

VERIFY WITH PARTITION TYPES

CAULKING AT

GYPSUM

BOARD, 1/4" BUTT

JOINT

PROVIDE CAULK AT

CERAMIC TILE (SEE

FINISH SCHEDULE)

BOX HEADER AT OPENING

NOTE:

SEE PARTITION TYPES FOR

WALL THICKNESS AND FOR

NUMBER OF LAYERS, THICKNESS

AND TYPE OF GYPSUM BOARD,

CEMENT BOARD. SEE FINISH

SCHEDULE FOR TILE LOCATIONS

2"

R

EF

. S C

H

ED

HOLLOW METAL

CASED OPENING

FRAME AS

SCHEDULED

PROVIDE (3) JAMB

CLIPS PER JAMB

VARIES- REF. PARTITION TYPES

GYPSUM BOARD PARTITION-SEE

PLANS FOR PARTITION TYPE

SOUND ATTENTUATION BATTS IF APPLICABLE,

VERIFY WITH PARTITION TYPES

CAULKING AT

GYPSUM

BOARD, 1/4" BUTT

JOINT

PROVIDE CAULK AT

CERAMIC TILE (SEE

FINISH SCHEDULE)

DOUBLE METAL STUDS

AT JAMBS

NOTE:

SEE PARTITION TYPES FOR

WALL THICKNESS AND FOR

NUMBER OF LAYERS, THICKNESS

AND TYPE OF GYPSUM BOARD,

CEMENT BOARD. SEE FINISH

SCHEDULE FOR TILE LOCATIONS

2"

HOLLOW METAL

CASED OPENING

FRAME AS

SCHEDULED FLOOR FINISH AS SCHEDULED

BOTH SIDES

MOLDING/ THRESHOLD AS

REQUIRED FOR CHANGES

IN FLOOR FINISHES

CONCRETE SLAB

SEE STRUCTURAL

1'-0"

9"

2"

EXTERIOR WALL ASSEMBLY

2" DIA. X 3' TALL PAINTED

STEEL PIPE BOLLARD

AT INSULATED STEEL DOOR AT ALUMINUM STOREFRONT DOORS

100A AND 10OC

2' -1

/2

MIN

7 1/2"

NOTE: THIS DETAIL INDICATES TYPICAL BOLLARD LOCATIONS, UNLESS

OTHERWISE INDICATED ON FLOOR PLAN SHEETS

EXTERIOR WALL ASSEMBLY

T1TOP OF CONCRETE

FLOOR SLAB

1/2" TILE OR 1/2"

THICK QUARRY

TILE OR CARPET

TILES OR RUBBER

FLOORING

TRANSITION

STRIP(MARBLE

THRESHOLD AT

RESTROOMS)

DOOR

BIOTILE OR

CARPET

1/2" EXT JT MAT

RECESSED MAT WHERE INDICATED,

SEE PLANS

ALUMINUM THRESHOLD SET IN

FULL BED OF SEALANT

EDGE OF CURTAIN WALL BEYOND

(SEE FLOOR PLAN FOR LOCATION)

1/2" EXT JT MAT

CONCRETE SIDEWALK ON GRADE

DOOR SWEEP

ALUMINUM THRESHOLD

SET IN FULL BED OF SEALANT

FLOOR FINISH AS SCHEDULED

CONCRETE SIDEWALK ON

GRADE; 2% SLOPE ON MAX.

DOOR SWEEP

DOOR FRAME BEYOND

T3

T4

/1 6"

W /O

D R

AI

N

7/

8" W

/O D

R

AI

N

3/

" W

IT

H D

R

AI

N

1/ 4"

M

AX

1/ 4"

M

AX

TOP OF CONCRETE

FLOOR SLABT2

DOOR

3/8" THICK

PORCELAIN TILE OR

1/2" QUARRY TILE

TRANSITION STRIP

3/8" THICK

PORCELAIN TILE OR

1/2" QUARRY TILE

T5

DOOR SWEEP

ALUMINUM THRESHOLD

SET IN FULL BED OF SEALANT

FLOOR FINISH AS SCHEDULED

DOOR FRAME

BEYOND

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

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D B

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IS

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US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

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

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

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

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

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

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

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

INTERIOR DOOR HEAD DETAIL1

INTERIOR DOOR JAMB DETAIL2

INTERIOR DOOR SILL DETAIL3

INT.DOOR SILL DETAIL AT TILE4

INTERIOR DOOR HEAD DETAIL AT CASED OPENING5

INTERIOR DOOR JAMB DETAIL AT CASED OPENING6

INTERIOR DOOR SILL DETAIL AT CASED OPENING7

TYPICAL BOLLARD LOCATION DETAILS8

THRESHOLD DETAILS9

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FINISH LEGEND

ACOUSTICAL CEILING TILE

AT-1: USG; Mars ClimaPlus, 86785, White, 2'x2'

CORNER GUARD

CG-1: CS Acrovyn; Driftwood #262

GROUT

GR-1: Custom Building Products #60 Charcoal

GR-2: Custom Building Products #14 White Dove

OPERABLE PARTITION

PT-1: Sherwin Williams; SW7015 Repose Gray

PT-2: Sherwin Williams; SW6244 Naval

PT-3: Sherwin Williams; SW7007 Ceiling Bright White

PCT-1: Trinity Tile; Thru Color Porcelain;

Cosmic, Nero; 12"x12" tile

TOILET PARTITIONS

TP-1: Accurate Solid Phenolic Graphite Graphix 3020 Stainless Steel Hardware

PT-4: Sherwin Williams; SW7019 Gauntlet Gray

CARPET

CPT-1: Mohawk; Relative Degree, Modify 979; 24"x24" Tile; Quarter-Turn Installation

CERAMIC TILE

CT-1: Trinity Tile; Cascata, White Gloss; 4"x16" Tile

ENTRANCE MAT

EM-1: C/S Pedimat Monotuft HD Frame: Clear Anodized Insert: 7321 Wrought Iron

PORCELAIN TILE

RESILIENT BASE

RB-1: Allstate; A43

SOLID SURFACING

SS-1: Wilsonart Solid Surface;

Frosty White 1573SL (1)

PAINT

OP-1: Panelfold; Vinyltex, Savory, Taro

AT-2: Nudo; Fiberlite FRP Ceiling Panels;

Embossed, White (50)

METAL WALL PANEL

MWP-1: Standard Finish, Natural Material

PCT-1; 6"X12" Cove Base

CT-1; 4"X16" Wall Tile

9' -0

SHEET ID

D R

AW

N

B Y:

D

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N

B Y:

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D B

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3/28/2018 11:39:15 AM

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I-611

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ISSUED FOR CONSTRUCTION

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST FIN. MAT. HEIGHT 100AB VESTIBULE PNT-1 PNT-1 PNT-1 PNT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 AT-1 10'-0" 3 100CD VESTIBULE PNT-1 PNT-1 PNT-1 PNT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 AT-1 10'-0" 3 101 STORAGE BAY EXPOSED PNT-2/MWP-1 EXPOSED EXPOSED RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE EXPOSED 0" 1 101A CORRIDOR PNT-2 PNT-1 PNT-2 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE AT-1 10'-4" 2

102 JAN PNT-1 PNT-1 PNT-1 PNT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 PNT-3 9'-0" 3

103 WOMEN'S PNT-1/CT-1 PNT-1/CT-1 CT-1 PNT-1/CT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 PNT-3 9'-0" 3, 10

103A JAN PNT-1 PNT-1 PNT-1 PNT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 PNT-3 9'-0" 3

104 MEN'S CT-1 PNT-1/CT-1 PNT-1/CT-1 PNT-1/CT-1 PCT-1 PCT-1 PCT-1 PCT-1 PCT-1 PNT-3 9'-0" 3, 10 105 STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE AT-1 9'-0"

106 OFFICE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 AT-1 9'-0" 4

107 CLASSROOM A PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 AT-1 / PNT-3 12'-8" 4 108 CLASSROOM B PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 AT-1 / PNT-3 12'-8" 4 109 STORAGE A/V PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE AT-1 9'-0" 110 MAIN T/R PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE EXPOSED 0" 111 F/A CAT TV PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE AT-1 8'-6"

112 MISC. PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE AT-1 9'-0"

113 ELECTRICAL ROOM EXPOSED EXPOSED PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE EXPOSED 0" 114 MECHANICAL ROOM PNT-1 EXPOSED PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SEALED CONCRETE EXPOSED 0"

1. MWP-1 IS CORRUGATED METAL WALL PANEL. LOCATIONS AS

SPECIFIED IN A-PLATES. FINISH SHALL BE MANUFACTURER'S

ORIGINAL UNPAINTED FINISH. EAST WALL OF STORAGE BAY

SHALL BE PNT-2 (ACCENT COLOR) AND MWP-1. ALL CHIP WALLS

SHALL BE PNT-1.

2. PNT-2 SHALL ONLY BE USED ON THE NORTH AND SOUTH

WALLS OF CORRIDOR 101A THAT ARE ADJACENT TO THE

STORAGE BAY.

3. PCT-1 SHALL BE INSTALLED IN A STRAIGHT-LAY PATTERN.

4. CPT-1 SHALL BE INSTALLED USING A QUARTER-TURN

INSTALLATION METHOD.

5. REFERENCE SPECIFICATION SECTION 09 06 00 "SCHEDULE

FOR FINISHES" FOR INFORMATION REGARDING COLOR &

FINISH.

6. PRIOR TO CONSTRUCTION, ALL EXTERIOR & INTERIOR

COLORS SHALL BE SUBMITTED FOR APPROVAL PER

DIRECTIONS IN SPECIFICATION 09 06 90.

7. PROVIDE CORNER GUARDS AS SPECIFIED ON A-PLATES.

8. PAINT ALL SUPPLY & RETURN AIR MECHANICAL GRILLS /

DIFFUSERS ON GWB CEILINGS & WALLS TO MATCH ADJACENT

COLOR.

9. PAINT ALL EXPOSED STRUCTURE TO MATCH ADJACENT

MATERIAL.

10. CT-1 SHALL BE INSTALLED FULL HEIGHT ON THE NORTH

WALL OF THE MEN'S RESTROOM (BEHIND SINKS), AND THE

SOUTH WALL OF THE WOMEN'S RESTROOM (BEHIND SINKS).

THE REMAINING WALLS OF BOTH RESTROOMS SHALL HAVE A 6'

WAINSCOT, USING WALL TILE PATTERN BELOW, WITH

BULLNOSE TRIM.

GENERAL NOTES

3/4" = 1'-0"I-611

1 WALL TILE PATTERN

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NOTES, POWER ONE-LINE DIAGRAM:

1. FLINT EMC SHALL FURNISH AND INSTALL THE TRANSFORMER, TRANSFORMER PAD, AND PRIMARY DISTRIBUTION TIE-IN CONNECTION. FLINT EMC SHALL ALSO MAKE THE SECONDARY CONNECTIONS TO THE

TRANSFORMER.

2. THE CONTRACTOR SHALL FURNISH AND INSTALL THE SECONDARY CONDUCTORS AND CONDUITS FROM THE ENCLOSED CIRCUIT BREAKER (ECB-04) TO THE SECONDARY COMPARTMENT OF THE TRANSFORMER. THE CABLES SHALL BE OF SUFFICIENT LENGTH TO FACILIATE THEIR CONNECTION TO THE SECONDARY LUGS OF THE TRANSFORMER BY FLINT EMC. PROVIDE PIPE SLEEVES IN FOUNDATION FOR CONDUITS AT THE TIME OF CONSTRUCTION OF THE FOUNDATION. NO DRILLING OR PUNCHING THROUGH THE FOUNDATION WILL BE

ALLOWED.

3. PROVIDE PANELBOARD METERING DEVICES FOR PANELS AS SHOWN. THE METERS SHALL MEASURE, KWH, POWER FACTOR PER PHASE, AMP PER PHASE, KW DEMAND(WITH PEAK DATE & TIME), REAL-TIME LOAD IN KW AND VOLTS PER PHASE. THE METERS SHALL HAVE DATA STORED IN 15 MIN. FOR UP TO 72 DAYS OR 5-MINUTE INTERVALS FOR UP TO 24 DAYS. THE METERS SHALL TRANSMIT DATA AT LEAST DAILY. THE METERS SHALL COMPLY WITH NEMA C12.1. PROVIDE A 4-PAIR CAT 6 CABLE IN 1-INCH CONDUIT FROM THE PANELBOARD METER TO THE DIRECT DIGITAL CONTROL (DDC) PANEL AND A 4-PAIR CAT 6 CABLE IN 1-INCH CONDUIT FROM THE DDC CONTROL PANEL TO THE MAIN COMM. ROOM TO TRANSMIT METERED DATA TO THE BASEWIDE UTILITY MONITORING AND CONTROL SYSTEM (UMCS). COORDINATE THE INTERFACE COMPATIBILITY REQUIREMENTS

WITH THE BASE UMCS MANAGER THROUGH THE COR.

4. COORDINATE THE SETTING OF THE TRANSFORMER PRIMARY TAPS WITH FLINT EMC TO PROVIDE 480 VOLTS AT THE MDP BUS WHEN THE BUILDING IS UNDER NORMAL LOAD. THE TAP CHANGER ALLOWS FOR A 5% RAISE OR LOWERING OF THE VOLTAGE IN 2-1/2% INCREMENTS. THE TAP CHANGER IS A NO LOAD UNIT AND WILL REQUIRE

DE-ENERGIZING THE TRANSFORMER BEFORE THE TAPS CAN BE RAISED OR LOWERED.

5. PROVIDE PIPE SLEEVES FOR POWER AND COMMUNICATIONS ENTRANCE AND EXIT CONDUITS THROUGH THE FOUNDATION AT THE TIME OF THE CONSTRUCTION OF THE FOUNDATION. NO DRILLING OR PUNCHING THROUGH

THE FOUNDATION WILL BE ALLOWED.

MDP

480Y/277V

3 PH, 4 WIRE

800A, 42K AIC

700A

SHUNT TRIP

CIRCUIT

BREAKER

PANEL

HP1

4#600, #2G, 4"C

PANEL

HP2

4#1/0, #6G, 2"C

DT1 - 112.5 kVA

DRY TYPE

TRANSFORMER

480V- 208Y/120V

3 PH, 4 WIRE

Z = 5.1% X/R = 1.4

+ 5% TAP ON SECONDARY

PANEL

DPL

3#2/0, #6G, 2"C

4#300, #4G, 3"C

4#1, #6G, 2"C

4#2, #6G, 1'-1/2"C

SEE SHEET ES501

FOR MORE DETAILSMTS

800 AMP

3-POLE

35KA AIC

NEMA 3R

400 A 100 A 175A

4#4/0, #4G, 3"C

PANEL

EP

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

6. ROUTING SHOWN ON RISER IS NOT MANDATORY. ROUTE CONDUIT AS NECESSARY TO AVOID

CONFLICTS.

7. PROVIDE A COMPUTER GENERATED 11"X17" POWER ONE-LINE DIAGRAM WALL-MOUNTED IN THE ELECTRICAL ROOM. THE ONE- LINE DIAGRAM SHALL BE CURRENT AS OF THE BENEFICIAL OCCUPANCY DATE. THE DIAGRAM SHALL INCLUDE ALL FEEDER AND CONDUIT SIZES AND QUANTITIES. THE ONE-LINE DIAGRAM SHALL BE MOUNTED IN RIGID PLEXIGLASS OR OTHER APPROVED PROTECTIVE MATERIAL AND

THE LOCATION SHALL BE COORDINATED WITH THE COR.

8. THE IMPEDANCE VALUE (%Z) IS PROVIDED FOR INFORMATION ONLY. THE INDICATED VALUE WAS USED FOR DESIGN CALCULATIONS TO DETERMINE AMPERE INTERRUPTING CURRENT (AIC) RATINGS. THE ACTUAL IMPEDANCE VALUE FOR THE UTILITY PROPOSED TRANSFORMER SHALL BE USED FOR FAULT

CURRENT, PROTECTIVE COORDINATION AND ARC FLASH STUDIES AND SUBSEQUENT RATING OF

EQUIPMENT.

9. MINIMUM INTERRUPTING CAPACITIES SHOWN ON PANEL SCHEDULES ARE BASED ON DESIGN FAULT CALCULATIONS USING THE FEEDER SIZES AND THE TRANSFORMER IMPEDANCE INDICATED ON THE POWER ONE-LINE DIAGRAM (THIS SHEET). THE FAULT CURRENT AND PROTECTIVE COORDINATION STUDY REQUIRED BY THE SPECIFICATIONS SHALL USE DATA FROM THE ACTUAL FEEDERS AND EQUIPMENT INSTALLED. BRACING AND INTERRUPTING RATINGS SHALL BE ADJUSTED TO MEET THE FAULT CURRENTS

DETERMINED BY THE FAULT CURRENT AND PROTECTIVE COORDINATION STUDY.

10. THE CONTRACTOR SHALL SUBMIT ARC FLASH CALCULATIONS BASED ON THE INSTALLED EQUIPMENT SIZES, RATINGS, AND SETTINGS. THE CALCULATIONS SHALL BE SUBMITTED AS PART OF THE FAULT

CURRENT AND PROTECTIVE DEVICE COORDINATION STUDY.

PANEL

LP2

100 A

PANEL

LP1

100 A

4#1, #6G, 2"C

4#1/0,#6G, 2"C

PANEL

CP

4#1, #6G, 2"C

26 HP 5 HP 5 HP .75 HP .75 HP

MOTOR 1 MOTOR 2 MOTOR 3 MOTOR 4 MOTOR 5

OVERHEAD CRANE

480Y/277V

3 PH, 4 WIRE

OVERHEAD CRANE

ENCLOSED CIRCUIT BREAKER

(ECB-03), NEMA 3R

100 AMPERE RATING

80 A, 10KA AIC

SERVICE ENTRANCE RATED

4#2, #6G, 1'-1/2"C, TO SINGLE POINT CONNECTION

IN ACCORDANCE WITH

MANUFACTURER

RECOMMENDATIONS

80 A

4#400, #1/0G, 3-1/2" C

CHILLER 1 CHILLER 2

450 A 450 A

4#400, #1/0G, 3-1/2" C

CHILLER-02

ENCLOSED CIRCUIT BREAKER

ECB-02, NEMA 3R

600 AMPERE RATING

450 A, 35KA AIC

SERVICE ENTRANCE RATED

CHILLER-01

ENCLOSED CIRCUIT BREAKER

ECB-01, NEMA 3R

600 AMPERE RATING

450 A, 35KA AIC

SERVICE ENTRANCE RATEDM-2

KEY NOTES:

1. CURRENT SENSOR WIRES SHALL BE

INSTALLED IN ENCLOSED BREAKER AND

METER SHALL BE INSTALLED IN ELECTRICAL

ROOM.

2. CURRENT SENSORS WIRES BETWEEN

ENCLOSED BREAKER AND ELECTRICAL

ROOM SHALL BE IN 1/2" CONDUIT.

CURRENT SENSOR WIRES SHALL BE IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATION.

3.CURRENT SENSOR WIRES SHALL BE

INSTALLED IN THE POWER UTILITY

TRANSFORMER AND METER SHALL BE

INSTALLED IN ELECTRICAL ROOM.

1 1

2 2

M-1

M-9M-8 M-11

PANEL

RP1

PANEL

RP2

M-3

#2/0 GEC

#8

GEC

#1/0GEC

700 A

ENCLOSED CIRCUIT BREAKER

ECB-04, NEMA 3R

1200A AMPERE RATING

700 A CB, 35KA AIC

SERVICE ENTRANCE RATED

700 A

ENCLOSED CIRCUIT

BREAKER

ECB-05, NEMA 3R

1200A AMPERE RATING

700 A CB, 35KA AIC

GFGI

GEN

GROUNDING

ELECTRODE

#3/0

GEC

NE

L

1000 KVA PAD MOUNTED

TRANSFORMER WITH

PAD AND GROUNDING

(BY UTILITY)

12.4KV- 480Y/277V

3 PH, 4 WIRE

Z = 3.5%

+ 2.5 % TAP ON SECONDARY

UTILIT

Y

(2 SETS)

4#600, 1/0G 4"C

QCPP

800 A

M-1

M-6M-5M-4 M-7

GFGI (FOR INFORMATION ONLY)

(2 SETS)

4#600, 1/0 EQUIPMENT

GROUNDING CONDUCTOR OR

SUPPLY-SIDE BONDINGJUMPER,

4"C

NG

(2 SETS)

4#600, 1/0 EQUIPMENT

GROUNDING

CONDUCTOR, 4"C

(2 SETS)

4#600, 4"C

M-1

#1/0 GEC

#2 GEC

SERVICE ENTRANCES SHALL BE

IDENTIFIED IN ACCORDANCE

WITH NEC ARTICLE 230.

N N N

QUICK CONNECT

POWER PANEL. SEE

SPEC 26 20 00,

PARAGRAPH 2.16.

4#400, 3-1/2" C

SHEET ID

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US Army Corps of Engineers ®

D

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O

R Y

C O

D E:

AN

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D

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