PN70551_CDC_SB_DWGS_AM-0003.pdf

LEGEND

INDICATES CHANGE IN ELEVATION

INDICATES CONCRETE WALL

SB-1 INDICATES SUBBASE TYPE, SEE

INDICATES CONSTRUCTION JOINT TYPE, SEECJ-1

SLAB ON GRADE NOTES:

1. THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM

AND SHALL BE MAINTAINED AT ALL SLOPED AND

DEPRESSED AREAS.

2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS

LOCATIONS, SLOPES TO DRAIN AND EQUIPMENT PAD

AND CURB LOCATIONS, SEE ARCHITECTURAL,

ELECTRICAL AND MECHANICAL DRAWINGS.

3. SLABS SHALL BE POURED WITH A MINIMUM TWENTY ONE

(21) DAYS LAPSED TIME BETWEEN ADJACENT POURS.

4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE, SEE

ARCHITECTURAL AND CIVIL DRAWINGS.

FOUNDATION NOTES:

1. REFERENCE FINISH FLOOR ELEVATION 100.00 ON PLAN =

FINISH FLOOR ELEVATION = 896.00 PER CIVIL DRAWINGS..

2. TOP OF FOOTINGS SHALL BE 1'-0" BELOW THE LOWER OF

THE REFERENCE ELEVATION OR LOWEST ADJACENT

FINISHED GRADE, U.N.O. (UNLESS NOTED OTHERWISE).

3. FOR DIMENSIONS NOT SHOWN, SEE THE ARCHITECTURAL

DRAWINGS.

4. FOR WATERPROOFING REQUIREMENTS AND DETAILS,

SEE ARCHITECTURAL DRAWINGS.

5. FOR SUBGRADE PREPARATION UNDER BUILDING, SEE

AND FOUNDATION NOTES.

REFERENCE DRAWINGS

GENERAL NOTES, SEE

TYPICAL SLAB-ON-GRADE DETAILS, SEE

TYPICAL FOUNDATION DETAILS, SEE AND

TYPICAL FOOTING DETAILS, SEE

STRUCTURAL BUILDING SECTIONS, SEE

S-001

S-303

K17/S-702

F1/S-702

S-702

S-702S-701

S-509

A1/S-702

A1

S-509

A9

S-509

16" THICK MAT

FOUNDATION WITH

#6 AT 8" EACH WAY

TOP AND BOTTOM

S-509

F15

CHAMFER TANK

CORNERS, TYP

ADDITIONAL

REINF AT PIPE

PENETRATION,

TYP PER

STAINLESS

STEEL

EXTERIOR

LADDER

A1

S-303

BLDG

SECT

A9

S-303

BLDG

SECT

J5

S-510

16" THICK POST

TENSIONED TANK

WALLS, WITH #6

VERT AT 6" AND

WITH #7 HORIZ AT 9"

EACH FACE, TYP

25'-0"

A8

S-502

TYP

3'-3"

0" TYP

T Y

P

OPTIONAL WALL

CONSTRUCTION

JOINT, TYP

E1

S-510

OPTIONAL

FLOOR SLAB

CONSTRUCTION

JOINT

A1

S-510

A3

SLOPED POST

TENSIONED ROOF

SLAB, 9" MIN

STAINLESS STEEL

EXTERIOR LADDER

GUARDRAIL, SEE

ARCH DWGS

STAINLESS STEEL

INTERIOR LADDER,

ARCH DWGS

ALUMINUM HATCH WITH

CONCRETE CURB

#6 AT 6" TOP AND

BOTTOM

#6 AT 6" TOP

AND BOTTOM

ADDITIONAL REINF

AT PIPE

PENETRATIONS IN

ROOF, TYP PER

ROOFING, SEE

ARCH DWGS

L7

S-509

L1

S-509

A1

S-303

BLDG

SECT

A9

S-303

BLDG

SECT

L17

S-509

J5

S-510

ADD ADDITIONAL

REINF AT HATCH

OPENING PER

J5

S-510

A9

S-511

GUTTER, SEE

ARCH DWGS

30" WIDE NOTCH ON

ROOF OVERHANG TO

ACCOMODATE

EXTERIOR LADDER

A3

SLOPED POST TENSIONED

ROOF SLAB, 9" MIN

TYPICAL TENDON

LAYOUT ADD 1/2"ø

UNBONDED

MONOSTRAND TENDONS

AT 24", AT MID-DEPTH OF

SLAB, EACH WAY

ELIMINATE BEARING AND CONNECT

ROOF SLAB TO WALL WITH #6

DOWELS AT 6" EACH FACE, TYP ALL

FOUR SIDES OF TANK AT CENTER

LINE OF TANK

DEFLECT TENDONS

AROUND OPENINGS PER

DETAIL ON PT SHOP

DRAWINGS

E15

S-510

E9

S-510

A9

S-511

30" WIDE NOTCH ON

ROOF OVERHANG TO

ACCOMODATE

EXTERIOR LADDER

T Y

P

4'-5"

T Y

P

TYP

US Army Corps of Engineers ®

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3/32" = 1'-0"J1

WATER STORAGE TANK -

FOUNDATION PLAN

TANK NOTES:

A. TANK DESIGN:

1. REQUIRED TANK CAPACITY: 47,000 GALLONS.

2. ACTUAL TANK CAPACITY: 56,141 GALLONS.

3. INTERIOR WATER VOLUME: 7,505 CUBIC FEET

4. FREEBOARD HEIGHT: 2 FEET

5. INTERIOR HEIGHT: 12’-6” FEET

6. CODES:

a. INTERNATIONAL BUILDING CODE (IBC) 2018

b. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16)

c. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)

d. CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350-06)

e. SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES AND COMMENTARY (ACI 350.3-06)

f. TENDON-PRESTRESSED CONCRETE WATER TANK (AWWA D115-17)

B. SHRINKING-REDUCING ADMIXTURE SHALL BE DESIGNED TO REDUCE CAPILLARY TENSION OR PORE WATER IN THE CONCRETE. PRODUCTS DESIGNED TO INDUCE COMPRESSIVE STRESSES INTO THE CONCRETE TO OFFSET STRESSES CAUSED BY DRYING SHRINKAGE WILL NOT BE PERMITTED.

C. SEE SHEET S-001 FOR ADDITIONAL CONCRETE AND REINFORCING STEEL NOTES.

D. CONCRETE ADMIXTURES, SEE SPECIFICATIONS SECTION 03 30 00.00:

1. WATER REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494, TYPE A.

2. RETARDING ADMIXTURE SHALL CONFORM TO ASTM C494, TYPE B.

3. HIGH RANGE, WATER REDUCING ADMIXTURE (SUPERPLASTICIZER) SHALL CONFORM TO ASTM C494, TYPE F.

4. CRYSTALLINE WATERPROOFING ADMIXTURE SHALL BE DESIGNED TO BE ADDED DURING CONCRETE BATCHING. THE PRODUCT REACTS WITH MOISTURE IN FRESH CONCRETE

AND BY-PRODUCTS OF CEMENT HYDRATION TO CAUSE A CATALYTIC REACTION THAT GENERATES A NON-SOLUBLE CRYSTALLINE FORMATION THROUGHOUT THE PORES AND

CAPILLARY TRACTS OF THE CONCRETE, PERMANENTLY SEALING THE CONCRETE.

5. SHRINKAGE-REDUCING ADMIXTURE SHALL BE DESIGNED TO REDUCE CAPILLARY TENSION OF PORE WATER IN THE CONCRETE. PRODUCTS DESIGNED TO INDUCE COMPRESSIVE STRESSES INTO THE CONCRETE TO OFFSET STRESSES CAUSED BY DRYING SHRINKAGE WILL NOT BE PERMITTED. MAX SHRINKAGE OF CONCRETE MIX LIMITED TO 0.03% - 0.04%

IN ACCORDANCE WITH ASTM C157.

E. INTERIOR WATERPROOFING WHERE INDICATED, SEE SPECIFICATION SECTION 09 97 23.13.

F. FLUID APPLIED ROOF WATERPROOFING WHERE INDICATED, SEE SPECIFICATIONS SECTION 07 54 19.

G. EXTERIOR PAINTING WHERE INDICATED, SEE SPECIFICATIONS SECTION 09 90 00

H. ACI 423.6 SPECIFICATION FOR UNBONDED SINGLE-STRAND TENDONDS.

I. VSL MONOSTRAND UNBONDED POST-TENSIONNING STRAND:

1. 0.5" DIA, 270 KSI, 7-WIRE STRAND, LOW RELAXATION (ASTM A-416)

ULTIMATE STRENGTH: 41.3 KIPS

JACKING FORCE (80%): 33 KIPS

AREA: 0.153 IN^2

2. PLACING, STRESSING AND GROUTING PROCEDURES ARE TO CONFORM THE THE STANDARD SPECIFICATIONS AND AS MODIFIED BY THE SPECIAL PROVISIONS.

3. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR END BULKHEADS, BUILDOUTS, BLOCKOUTS, INCLUDING BENT PIPE BLOCKOUTS AND CONSTRUCTION OF FORMS TO ATTACH

POST-TENSIONING ANCHORAGES.

4. REINFORCING BARS SHALL BE ADJUSTED, OR RELOCATED, DURING THE INSTALLATION OF THE TENDON ENCLOSURES TO PROVIDE PLANNED CLEARANCE TO THE POST-

TENSIOING TENDONS, ANCHORAGES AND STRESSING EQUIPMENTS AS DIRECTED BY THE ENGINEER.

5. IN CASE OF CONFILIC BETWEEN REINFORCING STEEL AND POST-TENSIONING TENDONS, THE LOCATION OF THE TENDONS SHALL TAKE PRECEDENCE. THE GENERAL

CONTRACTOR SHALL COORDINATE THE DETAILING AND PLACEMENT OF ALL REINFORCING STEEL TO ELIMINATE CONFLICT WITH REQUIRED PRESTRESSING STEEL LOCATIONS.

6. UNBONDED TENDONS SHALL BE FULLY ENCAPSULATED IN SLIPPAGE SHEATHING WHICH SHALL CONSIST OF A DURABLE, WATERPROOF POLYETHYLENE PLASTIC TUBING 50 MILS

THICK AND CAPABLE OF PREVENTING THE PENETRATION OF CEMENT PASTE AND WHICH WILL CONTAIN A RUST-INHIBITING GREASE COATING. PUNCTURE SHEATHING SHALL BE REPAIRED IN A WATERPROOF MANNER ACCEPTABLE TO THE ENGINEER, OR REPLACED IF IN THE ENGINEER'S JUDGEMENT ADEQUATE REPAIRS CANNOT BE MADE.

7. ROOF TENDON NOTES: DEAD END ANCHORAGES TO BE SEATED AT A FORCE OF 33 KIPS. LEAVE A 2 FEET STRESSING TAIL AT EACH LIVE END. AFTER CONCRETE HAS REACHED A 1,500 PSI F'CI, JACK EACH STRAND TO 16 KIPS AT ONE END, THEN AFTER CONCRETE HAS REACHED 3,000 PSI JACK EACH STRAND TO 33 KIPS AND SEAT WEDGES WITH AN ANCHOR SET. TRIM STRAND AT APPROXIMATELY 1 INCH FROM JAW, TAKING CARE NOT TO HEAT JAW AS STRAND IS CUT.

8. TOLERANCES FOR LOCATIONS OF PRESTRESSING STEEL IN THE ROOF, OR WALL THICKNESS SHALL NOT BE MORE THAN 1/8 INCH, EXCEPT AS NOTED OR REVIEWED BY THE STRUCTURAL ENGINEER. TENSIONING SHALL NOT START UNTIL TESTS, FIELD CURED CYLINDERS AND MATURITY METERS, INDICATE THE CONCRETE IN PLACE HAS REACHED THE SPECIFIED INITIAL COMPRESSIVE STRENGTH. TENSIONING SHALL BE DONE BY JACKING UNDER IMMEDIATE CONTROL OF A PERSON EXPERIENCED IN THIS TYPE OF WORK.

RECORDS SHALL BE KEPT OF ELONGATION AND TENSION OF THE STRAND AND REVIEWED BY THE ENGINEER PRIOR TO REMOVING STRESSING TAILS. THE OBSERVED ELONGATION SHALL BE WITHIN 7% OF THAT PREDICATED. ALL TENDON ANCHORAGES SHALL BE RECESSED AS SHOWN ON THE DRAWINGS. STRESSING BLOCKOUTS SHALL HAVE

A BONDING AGENT AND SHALL BE FILLED WITH NON-SHRINK GROUT AFTER PRESTRESSING.

9. ANCHORAGES SHALL BE FULLY ENCAPSULATED. ALL VOIDS IN SLEEVES OR CAPS SHALL BE COMPLETELLY FILLED WITH A CORROSION-PROTECTIVE MATERIAL.

3/32" = 1'-0"J6

WATER STORAGE TANK -

ROOF FRAMING PLAN

3/32" = 1'-0"J11

WATER STORAGE TANK ROOF TENDON LAYOUT

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

SCALE: 3/32"=1'-0"

816 160

SCALE: 3/32"=1'-0"

816 160

SCALE: 3/32"=1'-0"

816 16

A

A M

-0

/1 /2

FINISH FLOOR

100'-0"

CONCRETE

WALL FOOTING

CONCRETE

SLAB-ON-GRADE

DOOR, SEE

ARCH DWGS

#4 AT 16"

VAPOR

BARRIER

TERMINATION

SEE ARCH

DWGS

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K9

S-501

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

2'-0"

A3

FINISH FLOOR

100'-0"

CMU WALL

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

L A

P S

P L

IC

E

M

IN

2'-6"

#4 AT 18"

(3) #5 CONT

DOWEL TO MATCH SIZE AND

SPACING OF VERT WALL

REINFORCING, TYP

#4 AT 12"

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

VAPOR BARRIER

TERMINATIONS,

SEE ARCH DWGS

M

IN

NON-EXPANSIVE

SELECT

GRANULAR

FILL MATERIAL

2'-0"

M

IN

FINISH, SEE ARCH DWGS

2" MAX RECESS AT

DOWNSPOUTS SEE

ARCH DWGS FOR

LOCATIONS1'-0" MIN

FINISH FLOOR

100'-0"

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

CMU WALL

WINDOW, SEE

ARCH DWGS

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

PRECAST CONCRETE SILL WITH

POST-INSTALLED ANCHORAGE BY

PRECAST MANUFACTURER AT 16"

MAX SPACING, SEE ARCH DWGS

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

FINISH, SEE ARCH DWGS

FINISH FLOOR

100'-0"

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL FOOTING

DOOR, SEE

ARCH DWGS

1/2"x2'-0" LONG SMOOTH DOWEL AT 18"

WITH PLASTIC SLEEVE ONE SIDE ONLY

(2) #4

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

#4 AT 16"

CONCRETE

WALKWAY,

SEE CIVIL

DWGS FINISH FLOOR

100'-0"

CMU WALL

#4 AT 18"

2'-0"

L A

P S

P L

IC

E

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

FINISH, SEE

ARCH DWGS

FINISH FLOOR

100'-0"

CONCRETE

SLAB-ON-

GRADE

CONCRETE

CURB PER K1

S-702

STUD WALL, SEE

ARCH DWGS

DEPRESSED

SLAB PER K1

S-702

FINISH FLOOR

100'-0"

WASHER/DRYER,

SEE MECH DWGS

CONCRETE

CURB PER

K1

S-702

STUD WALL,

SEE ARCH

DWGS

FINISH FLOOR

100'-0"

CONCRETE

CURB PER K1

S-702

STUD WALL

CONCRETE

SLAB-ON-

GRADE

DEPRESSED

SLAB PER K1

S-702

FINISH FLOOR

100'-0"

DEPRESSED

SLAB PER K1

S-702

CONCRETE

SLAB-ON-GRADE

FINISH FLOOR

100'-0"

DEPRESSED

SLAB PER K1

S-702

CONCRETE

SLAB-ON-GRADE

FINISH FLOOR

100'-0"

DEPRESSED

SLAB PER

K1

S-702

STUD WALL, SEE

ARCH DWGS

CONCRETE

SLAB-ON-GRADE

FINISH FLOOR

100'-0"

CMU WALL

CONCRETE WALL

FOOTING

STUD FURRING,

SEE ARCH DWGS

CONCRETE

WALKWAY, SEE

CIVIL DWGS

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

CONCRETE CURB

PER K1

S-702

FINISH FLOOR

100'-0"

5 NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

CMU WALL

STUD FURRING,

SEE ARCH DWGS

CONCRETE

WALKWAY, SEE

CIVIL DWGS

CONCRETE CURB

PER

K1

S-702

CONCRETE

WALL FOOTING

FINISH FLOOR

100'-0"

CMU WALL

FINISH, SEE ARCH DWGS

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

CONCRETE

CURB PER K1

S-702

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

DOWNSPOUT,

SEE ARCH

DWGS

CONCRETE

WALL FOOTING

FINISH FLOOR

100'-0"

CONCRETE CURB

PER

STUD WALL, SEE

ARCH DWGS

CONCRETE

SLAB-ON-GRADE

K1

S-702

US Army Corps of Engineers ®

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3/4" = 1'-0"K17

DETAIL

3/4" = 1'-0"K1

DETAIL AT WF-3

3/4" = 1'-0"K5

DETAIL AT WINDOW

3/4" = 1'-0"K9

DETAIL AT DOOR

3/4" = 1'-0"K13

DETAIL AT WF-2

3/4" = 1'-0"E9

DETAIL

3/4" = 1'-0"E13

DETAIL

3/4" = 1'-0"A1

DETAIL

3/4" = 1'-0"A9

DETAIL

3/4" = 1'-0"A5

DETAIL

3/4" = 1'-0"E17

DETAIL

3/4" = 1'-0"A16

DETAIL

0 1' 2' 3'3/4" = 1'-0"A12

DETAIL

3/4" = 1'-0"E1

DETAIL AT DEPRESSION

3/4" = 1'-0"E5

DETAIL

0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'

0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'

0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'0 1' 2' 3'

A3 A3

A

A M

-0

/1

10"

2'-0"

M A

X

CMU CROWNED CAP, SEE ARCH DWGS

(2) #4 CONT

8" CMU WALL

#4 AT 24"

#4 AT 16"

FINISH

GRADE

PAVING, SEE CIVIL

CONCRETE SLAB-ON-GRADE

#4 AT 16" EACH WAY

DOWEL TO MATCH

SIZE AND SPACING

OF VERT WALL

REINFORCING

SEE ARCH DWGS

D

W G

S

S E

E A

R C

H

SLOPE, SEE ARCH DWGS

M

IN

V A

R

IE

S

NON-EXPANSIVE SELECT

GRANULAR FILL MATERIAL

CHAMFER EDGE

PER ARCH DWGS

FINISH FLOOR

100'-0"

STUD WALL

STEEL COLUMN

CONCRETE

SLAB-ON-GRADE

1/4

UNO

M

IN

C L R

3'-0" SQUARE

(4) #5

EACH WAY

M

IN

V A

R

IE

S

M

IN

V A

R

IE

S

1/2" MAX LEVELING GROUT

K6

S-502

2'-0" MIN2'-0" MIN

A3

FINISH FLOOR

100'-0"

CONCRETE FOOTING

CONCRETE

SLAB-ON-GRADE

SQUARE

2'-8"

(8) #5 DOWELS

#3x TIES AT 8"

(GRADE 40)

(4) #4

EACH WAY

SLOPE SEE

ARCH DWGS(2) #4 EACH

WAY AT

MIDSPAN

M

IN

V A

R

IE

S

V A

R

IE

S

COPING, SEE

ARCH DWGS

DOWELS TO MATCH SIZE

AND SPACING OF VERT

COLUMN REINF, TYP

2'-0" 2'-0"

E9

S-502

FINISH FLOOR

100'-0"

WATER TANK

PER

K1

S-501

FOOTING

PER

CMU WALL

CONCRETE WALKWAY,

SEE CIVIL DWGS

A1

S-509

2 1/2" CLR, TYP

2'-8"

/2

T Y

P

T Y

P

(4) 3/4"ø x12" LONG

HEADED ANCHOR BOLTS

3/4" PLATE,

TYP

HSS POST,

TYP

/4

T Y

P

3 5/8", TYP

CL WALL, BASE PLATE,

AND HSS POST, TYP

TYPICAL

AT CORNER

(4) 3/4"ø x12" LONG

WELDED HEADED

STUDS

0" OR AS SHOWN ON PLANS

CL HSS POST

CL WALL AND

BASE PLATE

4"

AT WINDOW/DOOR

(4) 3/4"ø x12" LONG

HEADED ANCHORS

HSS POST,

TYP

T Y

P

/2

3/4" PLATE

T Y

P 3

CORNER (ALT)

CL WALL

COLUMN

LOCATION

PER PLAN

/2

3/4" PLATE

ALTERNATE ANCHOR

LOCATION WITH FIELD

WELDED ANCHOR

BOLT TO BASE PLATE

(PROVIDE 4 ANCHORS

TOTAL)

/2

T Y

P 3 "(4) 3/4"ø x12" LONG

HEADED ANCHORS

FINISH FLOOR

100'-0"

L A

P S

P L

IC

E

#4 AT 18"

CONCRETE

WALKWAY,

SEE CIVIL

DWGS

NON-EXPANSIVE

SELECT

GRANULAR

FILL MATERIAL

CONCRETE

SLAB-ON-GRADE

CONCRETE

WALL

FOOTING

M

IN

NOTE:

FOR BALANCE OF

INFORMATION,

SEE

K1

S-501

CMU WALL

US Army Corps of Engineers ®

SHEET ID

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NOT TO SCALEA1

TRASH ENCLOSURE DETAIL

3/4" = 1'-0"K1

DETAIL AT STEEL COLUMN

3/4" = 1'-0"E1

DETAIL

0 1' 2' 3'3/4" = 1'-0"A8

DETAIL

NOT TO SCALEE9

PLAN SECTION

0 1' 2' 3'

0 1' 2' 3' 3/4" = 1'-0"K6

BASE PLATE

0 1' 2' 3'

3/4" = 1'-0"E17

SECTION

A

A M

-0

/1

NOTES:

1. CONTROL JOINTS SHALL BE LOCATED IN WALLS PER

2. SPECIAL INSPECTION IS REQUIRED FOR RETAINING

WALLS.

"X" BARS

RETAINING WALL SCHEDULE

HEIGHT "H" "W" "C" "E" "H1" "Y1" BARS "Y2" BARS

< 6'-0"

< 4'-0"

4'-0"

3'-0"

1'-0"

1'-0"

2'-0"

#4 AT 12"

#4 AT 12"

#4 AT 12"

#4 AT 12"

#4 AT 12"

< 8'-0" 5'-9" 1'-0" #5 AT 12" #5 AT 12"

#4 AT 12”-

16"

6"

#5 AT 12"3'-0"

CONCRETE

SLAB-ON-GRADE

WHERE OCCURS

4"ø PVC WEEP HOLES

AT 6'-0",MAX. LOCATE

2" MIN ABOVE

EXTERIOR GRADE.

FINISH GRADE

CONCRETE WALL

IMPERVIOUS

MATERAL

#4 AT 12"

(2) #3 CONT

#4 AT 12"

1 1/2" x 3 1/2" CONT KEY

AT CONSTRUCTION JOINT

M

IN

8"

C L R

"Y1" BARS

T Y

P 2

C L R

WATERPROOFING

SLOPE

FORMLINER/TEXTURE

SEE ARCH DWGS AND

SPECIFICATIONS

FENCE PER CIVIL

DWGS (2"ø MAX)

AND

K11

S-706

M

A X

"H

2'-0"

IMPERVIOUS

MATERIAL UNLESS

FINISH GRADE IS

CONCRETE

SLAB-ON-GRADE

"M

IN

T

Y P

2"CLR

1 CUBIC FOOT OPEN-GRADED

GRAVEL WRAPPED WITH NON-

WOVEN FILTER FABRIC

"H

L A

P S

P L

IC

E

"Y2" BARS

"X" BARS

"E

"C

"(1) #4 AT

"H" > 6'-0"

(2) #4 "W"/38"

1'-9"

"W"

#4 AT 18"

AT KEYWAY

CONCRETE SLAB-ON-

GRADE WHERE OCCURS

4"ø PVC WEEP HOLES AT 6'-0", MAX. LOCATE 2" MIN ABOVE

EXTERIOR GRADE

FINISH GRADE

CONCRETE WALL

#4 AT 12"

(2) #3 CONT

#4 AT 12"

1 1/2" x 3 1/2" CONT KEY AT

CONSTRUCTION JOINT

M

IN

8"

C L R

"Y1" BARS

T Y

P 2

WATERPROOFING

SLOPE

FENCE PER CIVIL

DWGS (2"ø MAX)

AND

K11

S-706

M A

X

"H

2'-0"

IMPERVIOUS MATERIAL

UNLESS FINISH GRADE

IS CONCRETE SLAB-ON-GRADE

"M

IN

T

Y P

2"CLR

1 CUBIC FOOT OPEN-

GRADED GRAVEL

WRAPPED WITH NON-

WOVEN FILTER FABRIC

"H

L A

P S

P L

IC

E

"Y2" BARS

"X" BARS

"E

1'-9"

"W"

IMPERVIOUS

MATERAL

DESIGN CRITERIA:

1. ALLOWABLE FOUNDATION BEARING CAPACITIES: 3,000 PSF

2. ACTIVE EARTH PRESSURE FOR IMPORTED GRANULAR FILLED: 40 PCF

a. LEVEL BACKFILL: 40 PCF

3. PASSIVE EARTH PRESSURE:

a. STATIC CONDITION: 240 PCF

b. SEISMIC CONDITION: 325 PCF

4. SOIL FRICTION FACTOR:

a. STATIC CONDITION: 0.38

b. SEISMIC CONDITION: 0.52

K6

S-706

FENCE

REIFORCING

FINISH GRADE

SEE CIVIL FOR

SLOPE AND

SWALE

2'-0" TYP

NON EXPANSIVE

SELECT GRANULAR

FILL

C L R

2'-0" TYP

NON EXPANSIVE

SELECT GRANULAR

FILL

FENCE REINF

FINISH GRADE SEE CIVIL

FOR SLOPE AND SWALE

A3

VERT CONTROL

JOINT ON EACH

FACE OF WALL TO

TOP OF FOOTING

FRONT FACE #5x 4'-0" ADDED AT

CENTER 12" VERT

SPACING THRU-OUT

JOINT SEALANT

24"-0" MAX 24"-0" MAX

FLASHING COMPOUND

WATERPROOFING AT

BACK FACE OF WALL

ONLY, TYP

BACK FACE

REINF AT JOINT AS SHOWN

2" TYP, STOP ALL HORIZ

(2) #5 AT CORNER

(2) #5 AT END

TYP HORIZ

BARS

TYP VERT

BARS

TYP HORIZ

BARS

TYP

VERT

BARS

B A

R D

IA

O R

M

IN

T

Y P

48 BAR

DIA OR

2'-0" MIN

LAP, TYP

AS REQUIRED

PER CIVIL DWGSAT CORNER

CONDITION

AT END

CONDITION

CHAIN LINK FENCE,

SEE CIVIL DWGS

NON-SHRINK

GROUT

4"ø x 1'-0" PVC

SLEEVE

CONCRETE

RETAINING

WALL

"T" PER RETAINING

WALL SCHEDULE

RETAINING WALL

REINFORCING

VERTICAL WALL

REINFORCING

PER SCHEDULE

VERTICAL WALL

REINFORCING

PER SCHEDULE,

WHERE OCCURS

ADDED (2) #3 AT

FENCE POST

FINISHED

GRADE

RETAINING

WALL, SEE

CIVIL DWGS

DEEPEN FOOTING AS REQUIRED

TO PROVIDE A 6'-0" MIN SETBACK

WALL OR SPREAD

FOOTING

"T

F O

O T

IN

G

T H

IC

K

N E

S S

TOP BARS,

WHERE

OCCUR

INDICATES STEP IN FOOTING

NOTE:

DO NOT STEP WITHIN

COLUMN FOOTINGS.

MIN

"T"

M

X

2" CLR, TYP

2'-0" LAP, TYP

F O

O T

IN

G

W

ID

T H

T H

IC

K

N E

S S

W A

L L

TYPICAL FOOTING

REINFORCEMENT

4'-0" MIN

C L R

T

Y P

C L R

T

Y P

FOOTING PER SCHEDULE

REINFORCING

PER SCHEDULE

DEVELOPMENT LENGTH

NOTE:

AT FOOTING WIDTH TRANSITIONS EXTEND BARS NO LONGER REQUIRED

PER SCHEDULE THE DEVELOPMENT LENGTH MINIMUM BEYOND POINT OF

FOOTING WIDTH TRANSITION. BEND BAR AS REQUIRED.

US Army Corps of Engineers ®

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SCALE: NTSA1

RETAINING WALL SCHEDULE

SCALE: NTSK6

RETAINING

WALL JOINT DETAILS

SCALE: NTSK1

TYPICAL CONCRETE

RETAINING WALL PLAN DETAILS

SCALE: NTSK11

TYPICAL CHAIN LINK FENCE

CONNECION DETAIL

SCALE: NTSK16

TYPICAL DEEPENED

FOOTING NEAR TOP OF SLOPE

SCALE: NTSE14

TYPICAL STEP FOOTING DETAIL

A

A M

-0

/1

HVAC LEGEND

CONTROL DAMPER, MOTOR

OPERATED

MANUAL BALANCE DAMPER

BD

BACKDRAFT DAMPER

AD

AD

ACCESS DOOR (AD)

ACCESS PANEL (AP)

S

AD

S

DAMPERS:

FIRE (F) -

SMOKE (S) -

FIRE SMOKE (F/S) -

AD

SECURITY BARS

FLEXIBLE DUCT CONNECTION

RECTANGLUAR ELBOW WITH

TURNING VANES

RECTANGULAR TEE WITH

TURNING VANES

RECTANGULAR RADIUS ELBOW

R RISE IN RESPECT TO AIR-FLOW

D DROP IN RESPECT TO AIR-FLOW

SQUARE OR RECTANGULAR TO

ROUND TRANSITION

SUPPLY AIR OR OUTSIDE AIR

RECTANGULAR DUCT SECTION

RETURN AIR RECTANGULAR

DUCT SECTION

EXHAUST AIR RECTANGULAR

DUCT SECTION

ROUND FLEXIBLE DUCT

(5'-0" MAX LENGTH)

SQUARE OR RECTANGULAR

SUPPLY DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

T THERMOSTAT

CO2 CARBON DIOXIDE SENSOR

H HUMIDISTAT

LINEAR SLOT DIFFUSER

VAV- VARIABLE AIR VOLUME

TERMINAL BOX

(3'-0") FINNED TUBE RADIATION.

LENGTH OF ELEMENT SHOWN

IN PARENTHESIS

ESS EMERGENCY SHUT-OFF SWITCH

M MOTOR

FCP FAN CONTROL PANEL

AIRFLOW ARROW

BA BREATHING AIR DROP

CA COMPRESSED AIR DROP

SUPPLY AIR OR OUTSIDE AIR

ROUND DUCT SECTION

RETURN AIR ROUND DUCT

SECTION

EXHAUST AIR ROUND DUCT

SECTION

DP DIFFERENTIAL PRESSURE

SENSOR

S STATIC PRESSURE SENSOR

OCC OCCUPANCY SENSOR

ROUND & RECTANGULAR DUCT

TAKEOFF

CO CARBON MONOXIDE SENSOR

PIPE LINE ACCESSORIES

3-WAY VALVE

2-WAY VALVE

ANGLE VALVE

AV

AUTOMATIC AIR VENT

ASSEMBLY

BFP

BACKFLOW PREVENTION

ASSEMBLY

BALANCING VALVE / CIRCUIT

SETTER

BALL VALVE

BLIND FLANGE

BUTTERFLY VALVE

CHECK VALVE

FLEX CONNECTION

FLOW ARROW

FM FLOW METER

GATE VALVE

GLOBE VALVE

HOSE GATE DRAIN VALVE

IF

INSULATING FLANGE

MV

MANUAL AIR VENT ASSEMBLY

- SEE SPECIFICATIONS FOR

APPROPRIATE VALVE TYPE

M METER

M MOTORIZED CONTROL VALVE

OS&Y

OUTSIDE SCREW & YOKE VALVE

PIPE WITH HEAT TRACE

PLUG VALVE

PRESSURE GUAGE

SELF CONTAINED PRESSURE

REDUCING (REGULATING)

VALVE

PUMP

REDUCER (CONCENTRIC)

RELIEF, SAFETY OR THERMAL

RELIEF VALVE

REMOVABLE CAP

REMOVABLE PLUG

S STRAINER

SUCTION DIFFUSER

TEST CONNECTION

THERMOMETER

UNION

Y-TYPE STRAINER

SRC SPRING RETURN CLOSED BALL

VALVE

M 3 WAY MOTORIZED CONTROL

VALVE

PIPE SYMBOLS

PIPE ELBOW

PIPE DOWN

PIPE UP

PIPE CONTINUATION

US Army Corps of Engineers ®

SHEET ID

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\1 M

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P

M

M-001

M E

C H

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PIPELINE ABBREVIATIONS

MECHANICAL ABBREVIATIONS GENERAL NOTES:

DETAIL / ENLARGED

CALLOUT SYMBOL

A

M-001

INDICATES

LIMITS OF

DETAIL/SECTION

DETAIL/SECTION

DESIGNATOR

SHEET WHERE

DETAIL/SECTION IS

SHOWN

DETAIL/SECTION TITLE

TITLE

A1

LOCATION WHERE

DETAIL / SECTION

IS SHOWN ON

SHEET

SECTION CUT SYMBOL

A

M-001

INDICATES PERSPECTIVE

AND LIMITS OF SECTION

SECTION

DESIGNATOR

DRAWING WHERE

SECTION IS SHOWN

AIR DISTRIBUTION DEVICE

IDENTIFICATION

AIR FLOW NECK SIZE

QUANTITY

SYSTEM TYPE SPEC. TYPE

SA-A

(2)175-8Ø

1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS APPLICABLE TO

PROJECT. SEE PLANS FOR SPECIFIC SYMBOLS AND ABBREVIATIONS.

2. PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM ALL LABOR

REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE

DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.

3. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND

REGULATIONS.

4. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL, CIVIL, ELECTRICAL

WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS.

5. UNLESS OTHERWISE INDICATED MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES AND IN MECHANICAL ROOMS.

6. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

7. VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

8. ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE, OR PIPE INSULATION

UNLESS NOTED OTHERWISE.

9. ALL DUCTWORK DIMENSIONS REFER TO INSIDE CLEAR AREA.

10. LOCATE TRANSFER AIR DUCTS AND OPENINGS 24" ABOVE HIGHEST CEILING ELEVATION UNLESS

OTHERWISE NOTED.

11. COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

12. INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND COORDINATE WITH OTHER

DEVICES LOCATED ON WALLS. WHERE INDICATED, PROVIDE AN ADDITIONAL SECOND TAMPER

PROOF TEMPERATURE SENSOR 12" AFF. COORDINATE WITH ARCHITECTURAL WALL FINISHES.

13. PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND

SPECIFICATIONS.

14. CONTRACTOR SHALL AIR BALANCE ALL GRILLES TO CFM'S SHOWN ON PLANS.

15. MOUNT ALL OVERHEAD MECHANICAL EQUIPMENT AND FIXTURES WEIGHING 31 POUNDS OR MORE

TO SUPPORTS THAT SHALL RESIST FORCES OF 0.5 TIMES THE EQUIPMENT WEIGHT IN ANY

HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT WEIGHT IN THE DOWNWARD DIRECTION.

16. COORDINATE MECHANICAL SHORT CIRCUIT CURRENT RATING (SCCR) WITH ELECTRICAL. ENSURE SCCR RATING OF MECHANICAL EQUIPMENT MEETS OR EXCEEDS THE ELECTRICAL PANEL RATING.

FOS FUEL OIL SUPPLY

HPS HIGH PRESSURE STEAM

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

LPS LOW PRESSURE STEAM

MPS MEDIUM PRESSURE STEAM

MW MAKEUP WATER (AFTER BACKFLOW

PREVENTER)

N NITROGEN

NG NATURAL GAS

O OXYGEN

PCR PUMPED CONDENSATE RETURN

V VACUUM

BLWDN BLOWDOWN

BT BUFFER TANK

CD CONDENSATE DRAIN

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CR CONDENSATE RETURN

CT CHEMICAL TREATMENT

CTB COOLING TOWER BLOWDOWN

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

DI DEIONIZED WATER

FOR FUEL OIL RETURN

IA INSTRUMENT AIR

IH INFRARED HEATER

IN. W.C INCHES WATER COLUMN

L LOUVER

LAT LEAVING AIR TEMPERATURE

LR LONG RADIUS

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKEUP AIR UNIT

MFR MANUFACTURER

MJ MECHANICAL JOINT

MW MAKE-UP WATER (AFTER BACKFLOW

PREVENTER)

NC NORMALLY CLOSED (FAIL POSITION)

NG NATURAL GAS

NO NORMALLY OPEN (FAIL POSITION)

OA OUTSIDE AIR

OB OPPOSED BLADE

OD OVERFLOW DRAIN

PA PRESSURIZATION AIR

PB PARALLEL BLADE

PCW PROCESS COLD WATER

PFX PLATE AND FRAME HEAT EXCHANGER

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIR

RED REDUCER-REDUCING

RG REFRIGERANT HOT GAS DISCHARGE

RL REFRIGERANT LIQUID

RMJ RESTRAINED MECHANICAL JOINT

RS REFRIGERANT SUCTION

SA SUPPLY AIR

SCH SCHEDULE

SCR SPRING RETURN CLOSED

SHR SHORT RADIUS

SP STATIC PRESSURE SENSOR

SR SUPPLY REGISTER

SW SOCKET WELD

TA TRANSFER AIR

TOA TREATED OUTSIDE AIR

TOC TOP OF CONCRETE

TOD TOP OF DUCT

TOS TOP OF STEEL

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

WB WET BULB

WE WELD END

WN WELD NECK

12"Ø ROUND DUCT DIMENSION

24x12 RECTANGULAR DUCT DIMENSION (INCHES)

ACU AIR CONDITIONING UNIT

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

BBO BOILER BLOW-OFF

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BP BOOSTER PUMP

CCTV CLOSED-CIRCUIT TELEVISION

CFM CUBIC FEET PER MINUTE

CHEM CHEMICAL POT HEATER

CHP CHILLED WATER PUMP

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CL CENTER LINE OF PIPE ELEVATION

CONC CONCENTRIC

COND COOLING COIL CONDENSATE DRAIN

CRAC COMPUTER ROOM AIR CONDITIONER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONTROL VALVE

DB DRY BULB

DH DEHUMIDIFIER

DN DOWN

DRG DIFFUSER, REGISTER, GRILLE

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELL ELBOW

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

ER AUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FCU FAN COIL UNIT

FD FEEDWATER

FF FLAT FACED

FO FLAT OVAL

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

HWB HEATING HOT WATER BOILER

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

I.E. INVERT ELEVATION

HVAC DESIGN CRITERIA

OUTDOOR DESIGN CONDITIONS

1.0% HUMIDITY RATIO AND MCDB (MOST STRINGENT): 128 GR/LB AT 78°F

INDOOR DESIGN CONDITIONS

OCCUPIED SPACES: 75°F (MAX ALLOWED PER ARMY CDC STANDARD IS 78°F)

CCTV/COMM ROOMS: 70°F (MAX ALLOWED PER ARMY CDC STANDARD IS 72°F)

MECH/ELEC ROOMS: 10°F ABOVE AMBIENT (ARMY CDC STANDARD REQUIRES HEATING ONLY)

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NOTES:

1. DISCONNECT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR IN ACCORDANCE WITH DIVISION 26.

2. PROVIDE SOUND ATTENUATION KIT.

3. PROVIDE CONTROL PANEL WITH INTERFACE TO EMCS SYSTEM.

4. PROVIDE COASTAL COIL COATING AND UNIT FINISH PER SPECIFICATION SECTION 23 64 10.

5. PROVIDE CONTROLLER WITH ENERGY METER OPTION IF AVAILABLE AND REQUIRED TO MEET CONTROL POINT REQUIREMENTS.

NOTES:

1. DISCONNECT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR IN ACCORDANCE WITH DIVISION 26.

2. PROVIDE WITH FACTORY INSTALLED VFD IN ACCORDANCE WITH DIVISION 26 SPECIFICATIONS.

3. PROVIDE MERV 8 AND MERV 13 FLAT FILTERS UPSTREAM OF COILS.

4. PROVIDE UNIT WITH UV LIGHTS. PROVIDE 115V SINGLE PHASE CIRCUIT (1.30 FLA, 1.63 MCA) TO POWER THE UV LIGHTS AND AN END SWITCH TO AUTOMATICALLY DISABLE THE LIGHTS WHENEVER THE ACCESS DOOR IS OPEN.

5. SEE DETAILS H1 & H11/M-508 FOR FOR AHU SIZE AND LAYOUT REQUIREMENTS.

AIR HANDLING UNIT SCHEDULE (AHU) (1/2)

TAG NO. ARRANGEMENT SERVICE LOCATION

SUPPLY FAN SUPPLY FAN MOTOR

FLA MCAMAX. SUPPLY

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

QUANTITY MAX BHP TYPE

SPEED

CONTROL

MIN.

MOTOR

HP

MOTOR

RPM

VOLTS PHASE

AHU-1 HORIZONTAL ALL 117 - MECH 5,605 3.66 2 7.392 CENTRIFUGAL VFD 7.5 1800 460 3 21 26.25

AHU-2 HORIZONTAL 113 KITCHEN 117 - MECH 1,550 1.01 1 1.087 CENTRIFUGAL VFD 1.5 1800 460 3 3.4 4.25

AIR HANDLING UNIT SCHEDULE (AHU) (2/2)

TAG NO.

FILTERS COOLING COIL

UNIT

WEIGHT

(LBS)

NOTES

PRE-FILTER FINAL FILTER TOTAL DIRTY

FILTER

PRESSURE

DROP (IN. W.C.)

COIL TYPE

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

EAT DB

(°F)

EAT WB

(°F)

LAT DB

(°F)

LAT WB

(°F)

CHW

FLOW

(GPM)

EWT

(°F)

LWT

(°F)

MAX WATER

PRESSURE

DROP

(FT. W.C.)

TYPE

MERV

RATING

TYPE

MERV

RATING

AHU-1 2" PLEATED 8 4" CARTRIDGE 13 2 WATER 177.871 141.983 76.0 64.0 51.0 51.0 33.7 42 54 11.80 3079 1, 2, 3, 4. 5

AHU-2 2" PLEATED 8 4" CARTRIDGE 13 2 WATER 65.421 22.827 79.0 76.2 65.0 65.0 13.4 42 54 6.82 982 1, 2, 3, 4, 5

DEDICATED OUTDOOR AIR SYSTEM SCHEDULE (DOAS) 1/3

TAG NO. ARRANGEMENT SERVICE LOCATION VOLTS PHASE

UNIT

WEIGHT

(LBS)

SUPPLY FAN SUPPLY FAN MOTOR OUTDOOR AIR FILTERS

MAX.

SUPPLY

AIRFLOW

(CFM)

MIN.

SUPPLY

AIRFLOW

(CFM)

OUTSIDE

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

MAX BHP TYPE

MIN.

MOTOR

HP

MOTOR

RPM

FLA MCA

MOTOR

TYPE

PRE-FILTER FINAL FILTER TOTAL DIRTY

FILTER

PRESSURE DROP

(IN. W.C.)

TYPE

MERV

RATING

TYPE

MERV

RATING

DOAS-1 HORIZONTAL ALL 117-MECH 460 3 7828 11,410 11,410 11,410 3.32 22.705 CENTRIFUGAL 10 3600 56.65 60.15 TEFC 2" PLEATED 8 4" CARTRIDGE 13 2

DEDICATED OUTDOOR AIR SYSTEM SCHEDULE (DOAS) 3/3

TAG NO.

COOLING COIL REHEAT COIL

NOTES

COIL TYPE

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

CHW

FLOW

(GPM)

LAT DB

(°F)

LAT WB

(°F)

EWT (°F) LWT (°F)

WATER

PRESSURE DROP

(FT. W.C.)

COIL TYPE

CAPACITY

(MBH)

GPM EAT (°F) LAT (°F) EWT (°F) LWT (°F)

WATER

PRESSURE DROP

(FT. W.C.)

DOAS-1 WATER 936.936 332.762 115 51.0 51.0 42 54 8.25 WATER 302.855 59.1 51 75 120 110 0.86 1, 2, 3, 4, 5, 6

DEDICATED OUTDOOR AIR SYSTEM SCHEDULE (DOAS) 2/3

TAG NO.

EXHAUST FAN EXHAUST FAN MOTOR EXHAUST AIR FILTER WHEEL PARAMETERS

MAX

AIRFLOW

(CFM)

MIN

AIRFLOW

(CFM)

EXTERNAL

STATIC

PRESSURE

(IN. W.C.)

MAX BHP TYPE

MIN.

MOTOR

HP

MOTOR

RPM

FLA

(AMPS)

MCA

(AMPS)

MOTOR

TYPE

TYPE

MERV

RATING

TOTAL DIRTY

FILTER

PRESSURE DROP

(IN. W.C.)

OUTSIDE AIR EXHAUST AIR SUPPLY AIR

PRESSURE

DIFFERENCE

(IN. W.C.)

EXHAUST AIR

PRESSURE

DIFFERENCE

(IN. W.C.)

EFFECTIVENESS MOTOR

DB (°F) WB (°F) DB (°F) RH (%)

SENSIBLE

LATENT

FLA

(AMPS)

MCA

(AMPS)

DOAS-1 9395 9395 2.57 10.331 CENTRIFUGAL 25 1800 68 76.5 TEFC 2" PLEATED 8 1 79 76.2 75 50 0.98 0.98 61.5 57.6 1.52 1.85

NOTES:

1. DISCONNECT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR IN ACCORDANCE WITH DIVISION 26.

2. PROVIDE WITH FACTORY INSTALLED VFD IN ACCORDANCE WITH DIVISION 26 SPECIFICATIONS.

3. CHILLED WATER OPERATING FLUID IS WATER.

4. PROVIDE PRE-COOLING COIL ENERGY RECOVERY DEVICE WITH A MINIMUM 75% EFFECTIVENESS.

5. SEE DETAIL A1/M-508 FOR DOAS SIZE AND LAYOUT REQUIREMENTS.

6. PROVIDE UNIT WITH UV LIGHTS. PROVIDE 115V SINGLE PHASE CIRCUIT (1.3 FLA, 1.63 MCA) TO POWER THE UV LIGHTS AND AN END SWITCH TO AUTOMATICALLY DISABLE THE LIGHTS WHENEVER THE ACCESS DOOR IS OPEN.

DUCT SILENCER SCHEDULE (DS)

TAG NO.

ASSOCIATED

UNIT SIDE OF FAN

AIRFLOW

(CFM)

PRESSURE

DROP

(IN. W.C.)

VELOCITY

(FPM)

WIDTH

(IN)

HEIGHT

(IN)

LENGTH

(IN)

OCTAVE BAND DYNAMIC INSERTION LOSS (DB) / GENERATED NOISE (DB re 10^-12)

NOTES63 125 250 500 1000 2000 4000 8000

DS-1 DOAS-1 SUPPLY 10195 0.2 1135 36 36 36 3 4 11 24 32 33 21 12 1, 2, 3

DS-19 AHU-1 SUPPLY 13550 0.2 1370 36 36 36 3 4 11 24 32 33 21 12 1, 2, 3

NOTES:

1. REFER TO DRAWING M-401 FOR LOCATION.

2. SILENCERS DESIGNED TO ACHIEVE AN NC LEVEL OF 30 IN THE CLOSEST SUPPLIED ROOM.

3. DUCT SILENCERS BASED ON UNIT OUTLET OF 75 DB AT ALL OCTAVE BANDS. ENSURE FINAL DUCT SILENCER SELECTIONS ARE COORDINATED WITH THE SOUND PERFORMANCE OF PROVIDED UNITS.

AIR COOLED CHILLER SCHEDULE (CH)

TAG NO. TYPE LOCATION

CAPACITY

(TONS)

CHILLED WATER DATA HEAT RECOVERY WATER DATA COMPRESSOR DATA CONDENSER DATA SINGLE

POINT

CONNECTI

ON (Y/N)

STARTER /

DISCONNECT

PROVIDED BY

MIN EER

(MBH/KW)

WEIGHT NOTESDESIGN

GPM

MIN

GPM

EWT (°F)

(°F)

LWT (°F)

(°F)

MAX PD

(FT)

GPM EWT (°F) LWT (°F)

MAX PD

(FT)

HX TYPE TYPE

COMP.

NO.

STEPS

REF

TYPE

FANS

NO.

FIN

MATERIAL

AMB

TEMP.

(°F)

VOLTS PHASE

MCA

(AMPS)

MOP

(AMPS)

CH-1 SCROLL MECH YARD 110 219 135.9 54 42 15 59.1 110 120 15 PLATE AND FRAME SCROLL 4 4 R-410A 8 ALUMINUM 95 460 3 266 300 Y MANU. 10.1 7900 1, 2, 3, 4, 5

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TR

2P1-33

TR

2P1-33

TR

2P1-31

TR

CHP-2

4P1-13,15,17

HRP-1

4P1-7,9,11

BF-1

2P1-16

BF-2

2P1-18

BF-3

2P1-20

DOAS-1

4P1-19,21,23

AHU-1

4P1-25,27,29

EWH-1

2P1-2,4

EWH-2

2P1-6,8

EWH-3

2P1-10,12

CP-1

2P1-14

CP-2

2P1-14

BP-2

4P1-31,33,35

2P1-37

TR WPIU GFI

FA1-8

TR

CU-REF

2P3-40,42

CU-116

2P1-43,45

EF-117

2P1-22

CU-127

2P1-47,49

E3C 2P3-7,9,11

E3A 2P3-1,3,5

FUSED

D200/F110

FUSED

D100/F45

2P1-31

TR

STEEL CHANNEL

SUPPORT (TYP)

2P1-37

TR GFI WPIU

1 (TYP)

FUSED

D400/F300

2P1-37

TR GFI WPIU

JP-1

FA1-1,3,5

D100

D100

FIRE PUMP RM

FAC

FA1-4

NAC

FA1-4

AMP

FA1-4

F

AHU-2

4P1-1,3,5

FUSED

D30/F15

CH-1

MDP-1-1

CHP-1

4P1-8,10,12

HRP-2

4P1-14,16,18

FUSED

D30/F15

FUSED

D100/F70

TP-11

2P1-44

AHU-1

2P1-51

DOAS-1

DOAS-1

4P1-2,4,6

DOAS-1

4P1-20,22,24

FUSED

D30/F15

FUSED

D30/F15

FUSED

D30/F15

JPC

FA1-2

BLOCK HEATER

FA1-11

FIRE PUMP BATTERY CHARGER

FA1-9

FPC

FA1-7

ESS-1

2P1-46

D30

D100

M

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DDC CONTROLLER

2P1-48

2P1-31

TR

A13

EP402

FUSED

D30/F15

FUSED

D30/F20

FUSED

D30/F20

FUSED

D30/F15

FUSED

D30/F15

ESS-1

2P1-46

M

FA1-8

TR

2P1-51

DOAS-1 2P1-51

AHU-2

TP2

TP2-5

TR

FCU-116

TP2-7,9

L5-30 RECPTACLE, MOUNT TO

BOTTOM OF CABLE TRAY

NEC DATA RACK

TP2-1

TP2-3

S

4" CONDUITS TO

TMH-2 AND PB-2B

110 BLOCK

4" CONDUITS TO

COMMUNICATIONS

ROOM 127

TP2-5

TR

TP2-5

TR

PET

TP2-5

TR

TP2-5

TR

TP2-5

TR

3/4" PLYWOOD

BACKBOARD

(TYP)

PBB

TP2-5

TR CATV 54" AFF

D30

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SCALE: 1/4" = 1'-0"A5

POWER MECHANICAL 117

PLAN NORTH

0 2' 4' 8'

GENERAL NOTES:

1. REFER DRAWINGS E-001 AND E-002 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. REFER DRAWING ES101, FOR SITE PLAN NEW WORK.

3. ALL EXTERIOR DISCONNECTS, AND ELECTRICAL EQUIPMENT

ENCLOSURES SHALL BE RATED NEMA 4X.

4. COORDINATE FINAL FUSE SIZE FOR ALL 480V EQUIPMENT WITH ACTUAL

MECHANICAL EQUIPMENT.

5. COORDINATE FINAL DISCONNECT LOCATION WITH ACUTAL MECHANICAL

EQUIPMENT INSTALLATION, AND PROVIDE PROPER NEC CLEARANCE.

PROVIDE STEEL CHANNEL SUPPORTS TO SUPPORT ALL DISCONNECT

SWITCHES.

KEYED NOTES:

PROVIDE STEEL CHANNEL SUPPORT FOR DISCONNECT AND

RECEPTACLE.

PROVIDE 1" CONDUIT FROM CONDENSING UNIT TO FREEZER

COIL CONNECTION IN KITCHEN. REFERENCE AND COORDINATE

WITH SHEET IF102.

COORDINATE LOCATION OF DISCONNECTS WITH MECHANICAL

DUCTWORK.

PROVIDE MATCHING NAMEPLATES TO EACH BOOSTER FAN AND

EACH RESPECTIVE DISCONNECT.

WEATHERPROOF IN USE ENCLOSURE SHALL BE LOCKABLE

WITH TAMPER RESISTANT GFI RECEPTACLE.

PROVIDE POWER CONNECTION TO DDC CONTROLLER.

COORDINATE FINAL LOCATION OF CONTROLLER WITH

MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. PROVIDE

LOCKABLE BREAKER IN PANELBOARD. PROVIDE 1" CONDUIT

WITH COMMUNICATION CABLE FOR CONNECTION TO THE

SERVICE ENTRANCE POWER METER.

ALL CONDUIT IN THE INTERIOR ROOM SHALL BE RGS.

PROVIDE 1" CONDUIT WITH COMMUNICATION CABLE FROM

SERVICE ENTRANCE METER AND OTHER SUB METERS AND

CONNECT TO ADVANCED METERING DATA MANAGEMENT

SYSTEM (MDMS) VIA COMMUNICATIONS ROOM 116.

PROVIDE 1" CONDUIT AND COMMUNICATION CABLING FROM

METER TO DDC SYSTEM. INTEGRATE METER WITH DDC

SYSTEM AND COORDINATE WITH MECHANICAL CONTRACTOR

AND END-USER FOR ALL REQUIRED MONITORING PARAMETERS.

REFER TO EP601 FOR ADDITIONAL INFORMATION.

PROVIDE 3/4" FIRE RETARDANT PLYWOOD FROM FLOOR TO 8'

AFF. BOTH SIDES SHALL BE PAINTED WITH FIRE RETARDANT

WHITE PAINT. MANUFACTURERS STAMP MUST REMAIN VISIBLE

AFTER PAINTING.

SCALE: 3/8" = 1'-0"A13

POWER COMMUNICATIONS 116

PLAN NORTH

0 2' 4' 6'

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DEMAND WITH EXPANSION: 248 A

TOTAL ESTIMATED DEMAND... 206 A

TOTAL CONNECTED CURRENT: 229 A

TOTAL ESTIMATED DEMAND LOAD: 74385 VA

TOTAL CONNECTED LOAD: 82535 VA

PANEL TOTALS

TOTAL LOAD: 26263 VA 28412 VA 27860 VA

53 20 1 TASK LTS SOUTH 20-2 21 4800 -- -- -- -- 54

51 15 1 UV LIGHTS AHU-1, AHU-2, DOAS-1 20-2 1224 1890 -- -- -- -- 52

49 -- -- -- -- 1331 2190 100-3 FA1 3 100 50

47 20 2 CU-127 20-2 1331 26 20-2 DDC CONTROLLER 1 20 48

45 -- -- -- -- 1331 14 20-2 ESS-1 1 20 46

43 20 2 CU-116 20-2 1331 6 20-2 TP-11 L 1 20 44

41 20 1 VAV 118, 121, 124, 125, 180B 30-2 1250 6 20-2 TP-10 L 1 20 42

39 20 1 VAV 112, VAV 114, SF-114 20-2 1000 900 20-2 REC ROOM 121B, 122, 123, 124B 1 20 40

37 20 1 REC MECH YARD 20-2 540 760 20-2 REC KITCHEN ROOM 121 1 20 38

35 20 1 REC FIRE PUMP RM 171 AND EXT 20-2 180 900 20-2 REC ROOM 121 1 20 36

33 20 1 REC MECH ROOM 117 20-2 540 720 20-2 REC ROOM 121 1 20 34

31 20 1 REC MECH ROOM 117 20-2 540 900 20-2 REC ROOM 118B, 119, 120 1 20 32

29 20 1 WASHER REC LAUNDRY ROOM 114 20-2 500 540 20-2 REC OUTREACH ROOM 118 1 20 30

27 20 1 WASHER REC LAUNDRY ROOM 114 20-2 500 760 20-2 REC KITCHEN OUTREACH RM 118 1 20 28

25 20 1 WASHER REC LAUNDRY ROOM 114 20-2 500 720 20-2 REC OUTREACH ROOM 118 1 20 26

23 -- -- -- -- 1467 900 20-2 REC OUTREACH ROOM 118 1 20 24

21 -- -- -- -- 1467 1587 30-2 EF-117 1 25 22

19 20 3 DRYER REC LAUNDRY ROOM 114 20-3 1467 106 20-2 BF-3 1 20 20

17 -- -- -- -- 1467 106 20-2 BF-2 1 20 18

15 -- -- -- -- 1467 106 20-2 BF-1 1 20 16

13 20 3 DRYER REC LAUNDRY ROOM 114 20-3 1467 639 20-2 CP-1, CP-2 1 20 14

11 -- -- -- -- 1467 6000 -- -- -- -- 12

9 -- -- -- -- 1467 6000 80-2 EWH-3 2 80 10

7 20 3 DRYER REC LAUNDRY ROOM 114 20-3 1467 6000 -- -- -- -- 8

5 20 1 REC LAUNDRY ROOM 114, 115 20-2 900 6000 80-2 EWH-2 2 80 6

3 20 1 REC ACTIVE PLAY ROOM 112 20-2 1440 6000 -- -- -- -- 4

1 20 1 REC EXIT DOOR ALARM RM 112 20-2 300 6000 80-2 EWH-1 2 80 2

# BKR P * LOAD SERVED FEEDER MARK A B C FEEDER MARK LOAD SERVED * P BKR #

*CIRCUIT BREAKER NOTES:

'L' = BREAKER SHALL BE LOCKABLE.

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 400 A

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 400 A

SUPPLY FROM: XFMR-1 PHASE: 3 MAINS TYPE: MCB

LOCATION: ELECTRICAL ROOM 2 115 VOLTAGE: 208Y/120V A.I.C. RATING: 22K

PANELBOARD: 2P1

DEMAND WITH EXPANSION: 480 A

TOTAL ESTIMATED DEMAND... 400 A

TOTAL CONNECTED CURRENT: 400 A

TOTAL ESTIMATED DEMAND LOAD: 144054 VA

TOTAL CONNECTED LOAD: 144054 VA

PANEL TOTALS

TOTAL LOAD: 52668 VA 47912 VA 43475 VA

53 20 1 SPARE 0 0 SPARE 1 20 54

51 20 1 SPARE 0 0 SPARE 1 20 52

49 25 1 SF-113A KITCHEN 113 30-2 1587 0 SPARE 1 20 50

47 20 1 SF-113B KITCHEN 113 20-2 650 0 SPARE 1 20 48

45 20 1 HF-113B KITCHEN 113 20-2 667 1840 30-2 AC-113 KITCHEN 113 1 25 46

43 20 1 HF-113A KITCHEN 113 20-2 828 1920 20-2 IRRIGATION CONTROL PANEL 1 20 44

41 20 1 E20A REC KITCHEN 113 20-2 960 1331 -- -- -- -- 42

39 -- -- -- -- 4000 1331 20-3 CU-REF 2 20 40

37 -- -- -- -- 4000 2280 30-2 E39 REC KTCH 113 DESK AND EXT 1 20 38

35 50 3 L,F E19 TILTING SKILLET 50-3 4000 960 20-2 E33A DISHWASHER DISPENSER L 1 20 36

33 20 1 E18 REC KITCHEN 113 20-2 1920 5467 -- -- -- -- 34

31 20 1 E18 REC KITCHEN 113 20-2 1920 5467 -- -- -- -- 32

29 20 1 E17 REC KITCHEN 113 20-2 1920 5467 70-3 E33 KITCHEN DISHWASHER L 3 70 30

27 20 1 E11 REC KITCHEN 113 20-2 1920 3000 -- -- -- -- 28

25 20 1 E11 REC KITCHEN 113 20-2 1920 3000 -- -- -- -- 26

23 15 1 E10 REC KITCHEN REF 1-SECTION 20-2 840 3000 40-3 E29A SINK HEATER L 3 40 24

21 15 1 E8 REC KITCHEN MIXER 20-2 1140 7333 -- -- -- -- 22

19 -- -- -- -- 480 7333 -- -- -- -- 20

17 20 2 E4B FREEZER COIL TO CU-REF 20-2 480 7333 30-3 E24 POWER KITCHEN 113 L 3 20 18

15 25 1 E4A KITCHEN REP EVAP COIL 20-2 1800 960 20-2 E22 KITCHEN 113 EXHAUST HOOD L 1 15 16

13 40 1 E4 KITCHEN REF/FREEZER AUX 40-2 3600 1800 30-2 E23 KITCHEN HOOD FIRE SUPPR L,F 1 25 14

11 -- -- -- -- 633 7367 -- -- -- -- 12

9 -- -- -- -- 633 7367 -- -- -- -- 10

7 20 3 E3C REMOTE FRZER MECH YARD 20-3 633 7367 80-3 E20 POWER KITCHEN 113 OVEN L,F 3 80 8

5 -- -- -- -- 1167 7367 -- -- -- -- 6

3 -- -- -- -- 1167 7367 -- -- -- -- 4

1 20 3 E3A REMOTE FRZER MECH YARD 20-3 1167 7367 80-3 E20 POWER KITCHEN 113 OVEN L,F 3 80 2

# BKR P * LOAD SERVED FEEDER MARK A B C FEEDER MARK LOAD SERVED * P BKR #

*CIRCUIT BREAKER NOTES:

'L' = BREAKER SHALL BE LOCKABLE. 'F' = PROVIDE SHUNT TRIP BREAKER AND CONNECT TO FUME HOOD FIRE SUPRESSION SYSTEM.

NOTES:

ENCLOSURE: NEMA 12 MCB RATING: 600 A

MOUNTING: RECESSED WIRES: 4 MAINS RATING: 600 A

SUPPLY FROM: XFMR-1 PHASE: 3 MAINS TYPE: MCB

LOCATION: KITCHEN 113 VOLTAGE: 208Y/120V A.I.C. RATING: 22K

PANELBOARD: 2P3

DEMAND WITH EXPANSION: 187 A

TOTAL ESTIMATED DEMAND... 156 A

TOTAL CONNECTED CURRENT: 156 A

TOTAL ESTIMATED DEMAND LOAD: 129296 VA

TOTAL CONNECTED LOAD: 129296 VA

PANEL TOTALS

TOTAL LOAD: 43099 VA 43099 VA 43099 VA

41 -- -- -- -- 0 0 -- -- -- -- 42

39 -- -- -- -- 0 0 -- -- -- -- 40

37 20 3 SPARE -- 0 0 SPARE 3 100 38

35 -- -- -- -- 1275 0 -- -- -- -- 36

33 -- -- -- -- 1275 0 -- -- -- -- 34

31 20 3 BP-2 20-3 1275 0 SPARE 3 60 32

29 -- -- -- -- 5808 20 -- -- -- -- 30

27 -- -- -- -- 5808 20 -- -- -- -- 28

25 50 3 AHU-1 50-3 5808 20 20-3 VOLTAGE INPUT FOR METER 3 20 26

23 -- -- -- -- 404 14341 -- -- -- -- 24

21 -- -- -- -- 404 14341 -- -- -- -- 22

19 20 3 DOAS-1 20-3 404 14341 100-3 DOAS-1 3 100 20

17 -- -- -- -- 2921 1275 -- -- -- -- 18

15 -- -- -- -- 2921 1275 -- -- -- -- 16

13 20 3 CHP-2 20-3 2921 1275 20-3 HRP-2 3 20 14

11 -- -- -- -- 1275 2921 -- -- -- -- 12

9 -- -- -- -- 1275 2921 -- -- -- -- 10

7 20 3 HRP-1 20-3 1275 2921 20-3 CHP-1 3 20 8

5 -- -- -- -- 1000 11858 -- -- -- -- 6

3 -- -- -- -- 1000 11858 -- -- -- -- 4

1 20 3 AHU-2 20-3 1000 11858 60-3 DOAS-1 3 60 2

# BKR P LOAD SERVED FEEDER MARK A B C FEEDER MARK LOAD SERVED P BKR #

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 200 A

MOUNTING: SURFACE WIRES: 3 MAINS RATING: 200 A

SUPPLY FROM: MDP-1 PHASE: 3 MAINS TYPE: MCB

LOCATION: ELECTRICAL ROOM 2 115 VOLTAGE: 480V A.I.C. RATING: 25K

PANELBOARD: 4P1

DEMAND WITH EXPANSION: 30 A

TOTAL ESTIMATED DEMAND... 25 A

TOTAL CONNECTED CURRENT: 25 A

TOTAL ESTIMATED DEMAND LOAD: 8880 VA

TOTAL CONNECTED LOAD: 8880 VA

PANEL TOTALS

TOTAL LOAD: 2190 VA 1890 VA 4800 VA

17 20 1 SPARE -- 0 0 -- SPACE -- -- 18

15 20 1 SPARE -- 0 0 -- SPACE -- -- 16

13 20 1 SPARE -- 0 0 -- SPARE 1 20 14

11 30 1 BLOCK HEATER 30-2 2500 0 -- SPARE 1 20 12

9 20 1 FIRE PUMP BATTERY CHARGER 20-2 1000 0 -- SPARE 1 20 10

7 20 1 FIRE PUMP CONTROLLER 20-2 1000 360 20-2 REC FIRE PUMP RM 171 1 20 8

5 -- -- -- -- 800 1500 20-2 FMCU RM 180 1 20 6

3 -- -- -- -- 800 90 20-2 FAC, NAC, AMP RM 115 1 20 4

1 20 3 JP-1 20-3 800 30 20-2 JOCKEY PUMP CONTROLLER 1 20 2

# BKR P LOAD SERVED FEEDER MARK A B C FEEDER MARK LOAD SERVED P BKR #

*PROVIDE BREAKER AND WIRE SIZE PER MANUFACTURER'S RECOMMENDATIONS.

**PROVIDE BREAKER WITH LOCK ON HASP, PROVIDE RED NAMEPLATE WITH WHITE CORE "FIRE PROTECTION AND LIFE SAFETY EQUIPMENT".

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 100 A

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A

SUPPLY FROM: 2P1 PHASE: 3 MAINS TYPE: MCB

LOCATION: ELECTRICAL ROOM 2 115 VOLTAGE: 208Y/120V A.I.C. RATING: 22K

PANELBOARD: FA1

GENERAL NOTES:

1. REFER TO DRAWINGS E-001 AND E-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. REFER TO SHEET EP602 FOR FEEDER MARK LEGEND AND SCHEDULE.

KEYED NOTES:

PROVIDE SCHNEIDER ELECTRIC PM 5563 ADVANCED ENERGY/POWER METER WITH POWER AND

TELECOMMUNICATION CONNECTIVITY IN ACCORDANCE WITH ARMY METERING PROGRAM (AMP)

GUIDANCE FOR ADVANCED METERS, DPW METERING GUIDANCE, AND LATEST PER UTILITY

MONITORING AND CONTROL SYSTEM - MANDATORY CENTER OF EXPERTISE (UMCS-MCX).

CONNECT VOLTAGE INPUT OF METER TO CIRCUIT 26, 28, 30 IN SAME PANEL. PROVIDE 1"

CONDUIT WITH COMMUNICATION CABLE TO CONNECT TO THE ECHELON iLON SMARTSERVER

BUILDING POINT OF CONNECTION (BPOC) IN COMMUNICATIONS ROOM 116.

PROVIDE CT'S AS REQUIRED TO MONITOR ALL (3) DOAS CIRCUITS AND CONNECT TO METER.

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