Amendment_4_-_KC46_B2324_MX_Training_Facility_-_Plans.pdf

1/4" JOINT FILLER

S.O.G. SEE PLAN

ROUGHENED SURFACE WITH

1/4" AMPLITUDE

(3)-#5 LONG. DIRECTION

& #5 @ 12" O.C.

TRANSV. DIRECTION

METAL STUDS BY

METAL STUD MANUF.

BRICK, SEE ARCH.

FULLY GROUT BEHIND

BRICK BELOW GRADE

TO 3" ABOVE GRADE

T/ SLAB

SEE PLAN

FINISH GRADE

SEE CIVIL

#5 @ 12" O.C. HORIZ. & VERTI.

DIRECTION AT EACH FACE

DOWELS WITH STD. 90 DEG.

HOOKS, MATCH AND LAP VERT.

WALL REINF.

1-#5 CONT. @ TOP

#3 @ 12" O.C.

4" MIN 4" MIN

2'-0"

B2

8" B1

E.O.S.

B1 = 8" AT 8" WIDE METAL STUDS

= 6" AT 6" WIDE METAL STUDS

B2 = 1'-4" AT 8" WIDE METAL STUDS

= 1'-2" AT 6" WIDE METAL STUDS

3" SLAB INSULATION PER ARCH.

ISOLATION JOINT

S.O.G. SEE PLAN

3-#5 @ TOP AND

BOTTOM AT EACH WAY

3'-0"

EXISTING

STRUCTURE

T/ SLAB

SEE PLAN

SEE DETAIL C3/S-302 FOR

TYP. PIER REINF.

ROUGHENED SURFACE

WITH 1/4" AMPLITUDE

8"

#5 X 1'-6" LONG @ 12"O.C.

SET IN EPOXY EACH WAY

WITH 6" MIN. EPOXY

EMBEDMENT INTO

EXISTING WALL

#5 X 1'-6" LONG @ 12"O.C.

SET IN EPOXY WITH 6"

MIN. EMBEDMENT INTO

EXISTING FOOTING

SEPARATE POUR

AROUND COLUMN

CONTRACTOR TO FIELD VERIFY EXISTING TOP OF FOOTING LOCATION TO

MATCH NEW FOOTING ELEVATIONS WITH EXISTING FOOTING ELEVATIONS

(3) TIES WITHIN TOP 5"

ISOLATION JOINT

S.O.G. SEE PLAN

SEE PLAN FOR FOOTING

SIZE AND REINF. INFO

T/ SLAB

SEE PLAN

ROUGHENED SURFACE

WITH 1/4" AMPLITUDE

CL

SEPARATE POUR

AROUND COLUMN

BRICK, SEE

ARCH.

FINISH GRADE

SEE CIVIL

EQ EQ

STL COLUMN, SEE PLAN FOR

SIZE AND ORIENTATION

DETAIL A-A

#4 TIES @ 12" O.C.

14 #7 DOWELS

CONTINUE WALL

REINFORCEMENT

THROUGH PIER

1'-2" 1'-2"

2'-4"

E.O.S.

CONTINUE WALL

REINFORCEMENT

THROUGH PIER

VARIES

VARIES

3" SLAB

INSULATION

PER ARCH.

(3) TIES WITHIN TOP 5"

SEE SCHEDULE

FLOOR SLAB

C L

R

1/2" PJF

COLUMN, SEE PLAN

3" CLR. (TYP.)

SEE SCHEDULE FOR

FOOTING REINFORCEMENT

SPREAD

FOOTING,

SEE PLAN

SEPARATE POUR

AROUND COLUMN

GRANULAR FILL

COMPACTED SUBGRADE

±1 1/2" NON-SHRINK GROUT

T/ SLAB

SEE PLAN

T/ FOOTING

SEE PLAN

DETAIL A-A

2'-4"

1'-2" 1'-2"

#4 TIES @ 12" O.C.

14 #7 DOWELS

ROUGHENED SURFACE

WITH 1/4" AMPLITUDE

(3) TIES WITHIN TOP 5"

FOR ISOLATION JOINT

SEE DETAIL C1/S-501

BRACE AND BEAM CONNECTIONS ARE

PART OF THE DELEGATED CONNECTION

DESIGN.

NOTE:

P

ANCHOR RODS

T/ PIER

WP

HSS OR W-SECTION

COLUMN, SEE PLAN

3/8" GUSSET PL.

(TYP.)

5/16

PIER

5/16

C L B

R A C E

HSS BRACE, SEE ELEVATIONS

FOR SIZE AND CONNECTION

DESIGN FORCES (TYP.)

BASE PLATE

FC1

COMBINED FOOTING SCHEDULE

2'-0"20'-0" x 6'-0"

FOOTING

TYPE

THICKNESSLENGTH x WIDTH

TOP BOTTOM

LONGITUDINAL BARS

(LONG BARS)

TOP BOTTOM

TRANSVERSE BARS

(SHORT BARS)

2'-0"26'-0" x 6'-0" (23) #7 (8) #7

2'-0"32'-0" x 6'-0" (30) #7 (8) #7

2'-0"36'-0" x 6'-0" (32) #7 (8) #7

(18) #6 (8) #6

FC2

FC4

FC6

(23) #6

(30) #6

(32) #6

(8) #6

(8) #6

(8) #6

2'-0"45'-0" x 6'-0" (39) #7 (8) #7FC7 (39) #6 (8) #6

(18) #7 (8) #7

BRACE AND BEAM CONNECTIONS ARE

PART OF THE DELEGATED CONNECTION

DESIGN.

NOTE:

P

ANCHOR RODS

T/ PIER

WP

3/8" GUSSET PL.

(TYP.)

5/16

PIER

5/16

C L B

R A C E

HSS BRACE, SEE ELEVATIONS

FOR SIZE AND CONNECTION

DESIGN FORCES (TYP.)

STEEL BASE PLATE

3/4"x1'-4"x3'-0"

P

S.O.G. SEE PLANEXISTING

STRUCTURE

T/ SLAB

SEE PLAN

#5 X 1'-6" LONG SMOOTH

DOWELS @ 12"O.C. SET

IN EPOXY WITH 6" MIN.

EPOXY EMBEDMENT INTO

EXISTING WALL

S.O.G. SEE PLAN

T/ SLAB

SEE PLAN

FINISH GRADE

SEE CIVIL

NO PIPES SHALL PASS

THRU FOOTINGS

SLEEVE

PIPE TO CLEAR SLEEVE

BY 1/2" ALL AROUND

P O

N D

-F S

B J oi nt

V en tu re

P ar kw ay

L an e, S ui te

P ea ch tr ee C or ne rs , G

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co m

A D

A L

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D A

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P L O

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A T

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P L O

T T

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B Y

US Army Corps of Engineers

New York District

D E

S C

R

IP

T

IO

N M

A R

K A

P P

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D A

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M A

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D E

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IP

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B

SHEET

REFERENCE

NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

xx xx c -x xx .d w g

C U s e rs

\c re lli n b \D o c u m e n ts

\1 -R

M T

F v S tr u c tu ra l_ c re lli n b .r v t

/6

/2

:3 :1

P

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/6

/2

:3

:1

P

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S-301

F O

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E T

A I L

S

B J C

S A

C M

W H

S A

C

SCALE: N.T.S.

C1

FOUNDATION WALL SECTION

SCALE: N.T.S.

C2

PIER AND EXISTING WALL SECTION

SCALE: N.T.S.B1

FOUNDATION WALL AT PIER SECTION

SPREAD FOOTING SCHEDULE

FOOTING TYPE WIDTH LENGTH THICKNESS REINFORCEMENT

F1 3'-0" 3'-0" 1'-0" (3) - #5 BARS E.W. BOT

F2 3'-6" 3'-6" 1'-0" (4) - #5 BARS E.W. BOT

F3 4'-0" 4'-0" 1'-6" (5) - #5 BARS E.W. BOT

F4 6'-0" 6'-0" 1'-6" (5) - #5 BARS E.W., T&B

F6 9'-0" 9'-0" 2'-0" (11) - #6 BARS E.W., T&B

SCALE: N.T.S.

C4

SPREAD FOOTING AT PIER SECTION

SCALE: N.T.S.

B2

SCHEMATIC BRACE CONNECTION

SCALE: N.T.S.

B4

FOOTING SCHEDULE

SCALE: N.T.S.A1

SCHEMATIC BRACE CONNECTION

SCALE: N.T.S.A2

EXISTING PIER SECTION BTWN COLUMNS

SCALE: N.T.S.A4

PIPE PASSING THRU FDN STEM WALL

A

M E

N D

M E

N T

/0

/1

EXISTING SWITCHBOARD 'MSS', 480/277V, 3PH, 4W;

A

/3 P

R T

D L S

IG

FEEDER SCHEDULE:

SIX 4-INCH CONDUITS, EACH WITH FOUR 500 KCMIL.

PROVIDE TWO 4-INCH SPARE CONDUITS WITH PULL

STRING.

3-1/0&1#6G.-2"C.

TWO 3 1/2-INCH CONDUITS, EACH WITH FOUR 600

KCMIL AND ONE 1/0 GND.

4-1/0&1#6G.-2"C.

4#4&1#10G-1-1/4"C.

4-500KCMIL&1#2G-3-1/2"C.

FIVE 3 1/2-INCH CONDUITS, EACH WITH FOUR 500

KCMIL AND ONE 4/0 GND.

4-3/0&1#6G-2-1/2"C.

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

NEW 'T2324'

1500KVA

12,470V: 480/277V

3PH, 4W PMT

A

/3 P

PNL

'H1M1'

'T-DPL1'

NEW 225KVA

480: 208/120V

N

G

M

A

/3 P

EXISTING MGB

A

/3 P

A

/3 P

A

/3 P

PNL

'TP-5'

150A

MCB

PNL

'TP-1'

150A

MCB

A

/3 P

PNL

'TP-2'

150A

MCB

A

/3 P

PNL

'TP-3'

150A

MCB

A

/3 P

PNL

'TP-4'

150A

MCB

PNL

'H1S'

A

/3 P

PNL

'H11'

PANEL 'DPL1' 800A, 120/208V, 3PH, 4W

A

/3 P

PNL

'L12'

A

/3 P

PNL

'H1-2'

PNL

'H21'

A

/3 P

A

/3 P

3#2&1#2G-5"C., 15KV RATED, 1 SPARE 5"C.

A

/3 P

A

/3 P

SPARE

#3/0G.

PNL

'H2M1'

A

/3 P

CHILLER

'CH-1'

M

A

/3 P

PNL

'IT-1'

150A

MCB

1 1

T2216 T2309A T2323

SC2200-1

A

/3 P

PNL

'L13' 150A

MCB

A

/3 P

SPD

SPARE

EXISTING

PAD MOUNTED

SWITCH

NEW SWITCHBOARD 'SWBD1', 2000A, 480/277V, 3PH, 4W;

A

/3 P

L S

IG

A

/3 P

R T

D L S

IG

A

/3 P

L S

IG

A

/3 P

L S

IG

PNL

'KC-1'

A

/3 P

L S

IG

PNL

'KC-2'

A

/3 P

L S

IG

A

/3 P

8 3 9

A

/3 P

SPARE

A

/3 P

SPARE

A

/3 P

A

/3 P

A

/2 P

L S

IG

FACP

SPARE

LSIG

SPARE

LSIG

SPARE

LSIG

G

A

/2 P

MINI POWER-

ZONE PANEL

UL 1449

A

/3 P

SPD

UL 1449

# 4/0G-1"C

SCCR: 42,000

SCCR: 22,000

EXISTING

T2216

EXISTING

MH-2309B

MH-2309A

MH-2302

3#350MCM, 15KV RATED, IN 5"C.

AND ONE 5"C. SPARE WITH PULL-

STRING.

3#2AWG, 15KV RATED, IN 2"C. AND

ONE 2"C. SPARE WITH PULL-

STRING.

400 HZ

CONVERTER

A

/3 P

(3)2000:5

#4/0 TO BUILDING

STEEL

#6 TO FACP

#3/0 TO TMGB

#4/0 TO EXISTING

COUNTERPOISE

#4/0 TO DOMESTIC

WATER PIPE

NEW MGB TO BE MOUNTED IN

ELECTRICAL ROOM 172

# 4/0G-1"C

P O

N D

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B J oi nt

V en tu re

P ar kw ay

L an e, S ui te

P ea ch tr ee C or ne rs , G

A

P ho ne : 6

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co m

A D

A L

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B O

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P lo t D a te

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P L O

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US Army Corps of Engineers

New York District

D E

S C

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IP

T

IO

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A R

K A

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R

D A

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M A

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D E

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A T

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2 3

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4 5

A

B

SHEET

REFERENCE

NUMBER

0 1"

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

xx xx c -x xx .d w g

C U s e rs

\w o rt h in g to n j\ D o c u m e n ts

\1 -R

M T

F v M

E P

W o rt h in g to n J p o n d c o .c o m

.r v t

/6

/2

:5

:5

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:5

:5

A

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E-602

E L E

C T

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N E

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T H

J W

J S

J W

SCALE: N.T.S.

A2

ELECTRICAL ONE-LINE DIAGRAM

GENERAL NOTES:

1. SEE E-001 AND E-002 FOR GENERAL ELECTRICAL

NOTES, ABBREVIATIONS, AND SYMBOLS.

KEYNOTES:

CONTRACTOR SHALL PROVIDE BASE STANDARD NEW SMART

METER. BASE STANDARD METER SHALL BE EIG NEXUS #

1262/1272 METER PRODUCT SERIES OR EQUAL. METER SHALL BE

SOCKET MOUNTED AS A SEPERATE ENCLOSURE ON THE SIDE OF

THE SWBD. TO BE COMPLETED WITH NECESSARY INSTRUMENT

TRANSFORMERS, SENSORS, AND TRANSDUCERS. PROVIDE ALL

WIRING AND CONDUITS AS NECESSARY.

NEW BREAKER SHALL MATCH EXISTING PANELS SCCR RATING.

REFER TO E-606 FOR CONDUCTOR AND CONDUIT SIZE.

SPLICE NEW PRIMARY FEEDER IN EXISTING MANHOLE.

CIRCUIT BREAKER SHALL BE LOCKABLE IN THE "ON" POSITION

WITH HANDLE PAINTED RED. PROVIDE NAMEPLATE TO READ

"FIRE PROTECTION SAFETY EQUIPMENT" (RED WITH WHITE

LETTERS).

PROVIDE MINI POWER ZONE WITH A 20A/2P PRIMARY CIRCUIT

BREAKER, 7.5VA, 480-240/120V, 1-PHASE TRANSFORMER, 40A, 2-

POLE SECONDARY MAIN, AND SIX 20A 1-POLE BRANCH CIRCUIT

BREAKERS. REFEED EXISTING FACP.

COORDINATE BACKFEED OF EXISTING SWITCHBOARD "MSS'

WITH ALL TRADES PRIOR TO INSTALLATION. BACKFEED

INSTALLATION MUST BE COMPLETE PRIOR TO DISTURBING

EXISTING UNDERGROUND UTILITIES UNDER NEW AREA 'A'.

LSIG BREAKERS TO BE PROVIDED WITH MAINTENANCE SWITCH

WITH LOCAL STATUS INDICATOR FOR ARC FLASH MITIGATION.

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