Amendment 0003 - Pituffik SB J-Plant Reno and HEMP - Plans.docx.pdf

DESIGN CRITERIA

1. THE FOLLOWING CODES AND STANDARDS, AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS, INCLUDING ALL

SPECIFICATIONS REFERENCED, APPLY TO THE DESIGN OF THIS PROJECT:

A. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS WITH CHANGE 1 (1 OCTOBER 2020)

B. UFC 3-301-01 STRUCTURAL ENGINEERING (1 OCTOBER 2019)

C. IBC 2018, INTERNATIONAL BUILDING CODE

D. ASCE/SEI 7–16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

E. ACI 318-14, AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY

F. AISC 360-16, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

CONSTRUCTION REQUIREMENTS

1. REVIEW AND VERIFY AS-BUILT CONDITIONS AND ACTUAL EQUIPMENT DIMENSIONS USING APPROVED

MANUFACTURER/VENDOR DRAWINGS PRIOR TO SUBMISSION OF SHOP DRAWINGS.

2. REVIEW AND VERIFY LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL

OPENINGS. COORDINATE WITH OTHER DISCIPLINE SHEETS.

3. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND/OR SUBMITTING SHOP

DRAWINGS. REPORT ANY DISCREPANCIES TO THE COR.

4. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

5. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD.

6. PROVIDE BRACING AND SHORING TO MAINTAIN THE STABILITY OF, AND TO AVOID OVER-LOADING THE STRUCTURE DURING DEMOLITION AND CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR THE COMPLETED CONDITION ONLY. PROVIDE TEMPORARY SUPPORT TO MAINTAIN STABILITY/AVOID OVER-LOADING BEFORE COMPLETION. ENSURE BRACING IS PLACED PRIOR TO REMOVAL OF EXISTING CONCRETE SLAB ON GROUND AND LATERAL FORCE RESISTING ELEMENTS.

7. DO NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT APPROVAL FROM THE COR.

8. PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY FOR DAMAGE DURING CONSTRUCTION. RESTORE DAMAGED AREAS TO THE SATISFACTION OF THE COR AT NO COST TO THE

GOVERNMENT.

EXISTING CONSTRUCTION

1. ALL INFORMATION SHOWN ON THESE DRAWINGS THAT RELATES TO THE EXISTING CONSTRUCTION HAS BEEN BASED ON THE FOLLOWING DRAWINGS AND FIELD OBSERVATIONS. THE INFORMATION IS DEEMED RELIABLE BUT ACTUAL FIELD CONDITIONS MAY VARY. NOTIFY THE COR OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK

THULE AIR FORCE BASE GREENLAND BMEWS POWER PLANT ADDITION, METCALF & EDDY ARCHITECTS - ENGINEERS, 28

OCTOBER 1966

2. EXISTING CONCRETE COMPRESSIVE STRENGTH AND REINFORCEMENT YIELD STRENGTH ASSUMED 30 MPa AND 275 MPa

RESPECTIVELY.

3. EXISTING STRUCTURAL STEEL YIELD STRENGTH ASSUMED TO BE 250 MPa.

4. DO NOT REMOVE OR CUT ANY BEAMS, COLUMNS, OR OTHER BUILDING COMPONENTS UNLESS INDICATED ON THESE

DRAWINGS OR APPROVED BY THE COR IN WRITING.

5. DO NOT DAMAGE EXISTING STRUCTURES UNLESS ELEMENT IS INDICATED ON THESE DRAWINGS TO BE REMOVED/

DEMOLISHED.

DRAWING ORGANIZATION

1. ELEVATIONS NOTED ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO FIRST/GROUND FLOOR SLAB ELEVATION OF 0000.

SEE CIVIL FOR ACTUAL TOP OF FIRST/GROUND FLOOR ELEVATION (MEAN SEAL LEVEL DATUM).

2. DETAILS LABELED "TYPICAL DETAILS" OR DETAILS ON "TYPICAL DETAILS" SHEETS APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS AND DIMENSIONS APPLY WHETHER OR NOT DETAILS

ARE REFERENCED AT EACH LOCATION.

3. ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) AND ALL DIMENSIONS WITH A DECIMAL ARE IN METERS

(m) UON.

DELEGATED DESIGN

DESIGN MUST BE PERFORMED BY LICENSED PROFESSIONAL ENGINEER. PROVIDE DRAWINGS AND CALCULATIONS FOR

APPROVAL PRIOR TO INSTALLATION.

1. STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON DRAWINGS

2. WATER TANK AND WATER TANK FOUNDATION

3. EXTERIOR SUPPORT OF PULLBOX AND CONDUITS

4. METAL STAIR SYSTEMS, COMPONENTS AND ATTACHMENTS

5. RAILING SYSTEMS, COMPONENTS AND ATTACHMENTS

6. TEMPORARY POWER SYSTEM ENCLOSURE

7. STRUCTURAL SUPPORT FOR EXHAUST MUFFLERS/SILENCERS

STRUCTURAL TESTS AND INSPECTIONS

1. PROVIDE STRUCTURAL TESTS AND INSPECTIONS CONFORMING TO THE REQUIREMENTS OF UFC 3-301-01, IBC 2018, CHAPTER 17, AND PROJECT SPECIFICATIONS.

DESIGN LOADS

1. BUILDING RISK CATEGORY III

2e 3e

2n

3r2r3r

2n

3e

3r

3e 3e

3r 3r

3r

3e

2n

3e2e3e

3e 2e 1

2r

2e

2n

ROOF

a a a a a a a a a a a a a a

WALLS

BUILDING COMPONENTS & CLADDING WIND PRESSURE (KPA)

AREA ZONE

EFFECTIVE WIND AREA (SQ M)

ROOF

2e

2n

2r

3e

3r

WALLS

0.9 1.9 4.6 9.3

+2.5 / -7.5

+2.5 / -7.5

+2.5 / -11.0

+2.5 / -11.0

+2.5 / -11.0

+2.5 / -13.0

+4.1 / -4.4

+4.1 / -5.5

+2.3 / -7.5

+2.3 / -7.5

+2.3 / -9.5

+2.3 / -9.5

+2.3 / -9.5

+2.3 / -11.2

+3.9 / -4.3

+3.9 / -5.1

+1.9 / -4.6

+1.9 / -4.6

+1.9 / -7.5

+1.9 / -7.5

+1.9 / -7.5

+1.9 / -8.7

+3.7 / -4.0

+3.7 / -4.6

+1.7 / -2.4

+1.7 / -2.4

+1.7 / -6.1

+1.7 / -6.1

+1.7 / -6.1

+1.7 / -6.8

+3.5 / -3.8

+3.5 / -4.3

1. WIDTH OF PRESSURE COEFFICIENT ZONE MUST BE a = 3050 mm IN ACCORDANCE WITH ASCE 7-16 CHAPTER 26.

2. FOR CLADDING FASTENERS, THE EFFECTIVE WIND AREA MUST NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO

AN INDIVIDUAL FASTENER.

3. WIND PRESSURES ARE THE GROSS WIND PRESSURE FOR COMPONENTS AND CLADDING (SUM OF THE INTERNAL AND EXTERNAL PRESSURES) APPLIED NORMAL TO THE CLADDING SURFACE. THE MAGNITUDES DO NOT INCLUDE COMPONENT

SELF WEIGHTS.

4. WIND PRESSURE MAGNITUDES ARE FACTORED/ULTIMATE (LRFD) VALUES. MULTIPLY BY 0.6 FOR WORKING/STRESS

VALUES.

5. POSITIVE VALUES INDICATE PRESSURE TOWARDS THE SURFACE AND NEGATIVE VALUES INDICATE PRESSURE AWAY

FROM THE SURFACE.

a

GROUND LEVEL

LOW ROOF

HIGH ROOF

TYP BUILDING CORNER a a a a

ROOF RIDGE

ROOF RIDGE

2. SNOW

A. GROUND SNOW LOAD: 1.2 kN/m2

B. FLAT-ROOF SNOW LOAD: 1.1 kN/m2

C. SNOW LOAD IMPORTANCE FACTOR: 1.1

D. THERMAL FACTOR: 1.2

E. SNOW DRIFT SEE DIAGRAM THIS SHEET

F. UNBALANCED & SLIDING SNOW SEE DIAGRAM THIS SHEET

3. WIND

A. ULTIMATE DESIGN WIND SPEED: 246 km/hr

B. WIND EXPOSURE: D

C. INTERNAL PRESSURE COEFFICIENT: +/- 0.18

D. MWFRS DESIGN BASE SHEAR:

a. EAST-WEST: 930 kN

b. NORTH-SOUTH: 1780 kN

4. SEISMIC

A. SEISMIC IMPORTANCE FACTOR: 1.25

B. MAPPED RESPONSE ACCELERATION PARAMETERS

a. SS: 0.39

b. S1: 0.18

C. SITE CLASS: C

D. DESIGN RESPONSE ACCELERATION PARAMETERS

a. SDS: 0.34

b. SD1: 0.18

E. SEISMIC DESIGN CATEGORY: C

F. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

DESIGN LOADS (CONTINUED)

6. SNOW LOADS

SNOW SURCHARGE

MAX (kPa) MIN (kPa) A

BUILDING SNOW DRIFT SURCHARGE LOADS

LOAD

TYPE

2.42 0 3580

1. SURCHARGE LOADS LISTED IN THE ABOVE TABLE ARE TO BE ADDED TO THE FLAT ROOF SNOW LOAD.

REFER TO DESIGN LOADS FOR ADDITIONAL SNOW LOADING CRITERIA.

2. THE MAX SNOW DRIFT LOAD INDICATED IS THE PEAK VALUE ADJACENT TO THE VERTICAL FACE.

3. IN AREAS WITH MULTIPLE SNOW SURCHARGE LOADS, USE THE LARGER SNOW LOAD.

HATCH

DRIFT A

A

MIN DRIFT SURCHARGEMAX DRIFT

SURCHARGE

DRIFT B 0

SLIDING C N/A

3.78 5580

0.77 7920

UNBALANCED D N/A0.97 3830

F L

A T

R O

O F

S N

O W

L O

A D

MAX SURCHARGE

F L

A T

R O

O F

S N

O W

L O

A D

MAX SURCHARGE

A

A

S N

O W

L O

A D

.3 x F

L A

T R

O O

F

F L

A T

R O

O F

S N

O W

L O

A D

MAX SURCHARGE

MAX SURCHARGE

UNBALANCED SNOW LOAD

SLIDING SNOW LOAD

DRIFT SNOW LOAD

DESIGN LOADS (CONTINUED)

4. SEISMIC

A. EXISTING STRUCTURE

• SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

• SEISMIC RESPONSE COEFFICIENT, CS: 0.141

• RESPONSE MODIFICATION COEFFICIENT, R: 3

• DESIGN BASE SHEAR: 565kN

B. HEMP SHIELD - HIGH BAY/PRIMARY

• SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

• SEISMIC RESPONSE COEFFICIENT, CS: 0.141

• RESPONSE MODIFICATION COEFFICIENT, R: 3

• DESIGN BASE SHEAR: 300kN

C. HEMP SHIELD - GENERATOR ROOM

• SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

• SEISMIC RESPONSE COEFFICIENT, CS: 0.141

• RESPONSE MODIFICATION COEFFICIENT, R: 3

• DESIGN BASE SHEAR: 50kN

D. HEMP SHIELD - MECHANICAL ROOM

• SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

• SEISMIC RESPONSE COEFFICIENT, CS: 0.141

• RESPONSE MODIFICATION COEFFICIENT, R: 3

• DESIGN BASE SHEAR: 60kN

E. SECOND FLOOR ADDITION

• SEISMIC FORCE-RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

• SEISMIC RESPONSE COEFFICIENT, CS: 0.141

• RESPONSE MODIFICATION COEFFICIENT, R: 3

• DESIGN BASE SHEAR: 465kN

5. WIND COMPONENTS & CLADDING LOADS DIAGRAM

3e 3e aa

3e

3r

2n a a

2e

2r a

1 5 7 12

G

A

B

E

F

5.5 13

C.5

SNOW DRIFT PLAN

A

A

H

1 5 7 12

G

A

B

E

F

5.5 13

C.5

UNBALANCED SNOW LOAD PLAN

A

A

A

A A

H

D.6

US Army Corps of Engineers ®

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D A

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C O

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N N

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2 3 4 5 6 7 8 9 10

F

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DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

34919

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G E

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R A

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D

F

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FINAL SUBMISSION

R E

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A

D D

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D U

M

/0

/2

1 2 3 4 5 6 7 8 9 10 11 12

G

A

B

C

D

E

F

11.510.59.58.56.5

D.9

B.1

5.54.53.52.51.1

4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E)

E

E

E

E

E

E

D.8

B.2

11.9

C.5

1.5

4880 4880 4880 4880 4370

4186 4794 4880 5650

6.41.3

B.5

C.3

C.8

D.5

A1

S-301

OF

1000250415

OF

A1

S-302

A1

S-310

S-420

A1

S-410

A1

S-401

B1

F1700 [-300]

8WF24^

BP8

P600 [-127]

F1700 [-600]

8WF24^

BP8

P600 [-127]

F1700 [-300]

8WF24^

BP8P600

[-127]

F1700 [-300]

8WF24^

BP4

P600 [-127]

F1700 [-300]

8WF24^

BP4

F1700 [-300]

8WF24^

BP4

P600 [-127]

F1700 [-300]

8WF24^

BP4

P600 [-127]

F1700 [-300]

8WF24^

BP8

P600 [-127] F1700

[-300]

8WF24^

BP8

P600 [-127]

E O

S

EOS

E O

S

O F

O F

EOS

A4

S-310

TYP

11 1

W460X128

BP2

F1500 [-300]

W460X128

BP2

F1500 [-300]

W460X128

BP2

F1500 [-300]

W360X101

BP6

W460X128

BP2

W360X101

BP3

W360X101

BP6

TYP

O

F

O F

T/CONC EL 0

T/CONC EL 0

T/CONC EL 0

D1

S-301

H W200X35.9

BP8

F1400 [-300]

W200X35.9

BP8

F1400 [-300]

W200X35.9

BP8

F1400 [-300]

D.6

W200X35.9

BP12

F3400 [-610]

W200X35.9

BP10

F2500x2000 [-450]

W200X35.9

BP9

F1400 [-700]

HSS203.2X101.6X9.5

BP11

HSS203.2X203.2X9.5

BP15

F1100x2200 [-450]

36052590

A1

S-312

D9

S-311

P600 [-127]

O

F O

F

O F

O F

A3

S-312

TYP

W360X101

BP3

W360X101

BP3

FV

[-610]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FII

[-152]

FV

[-610]

FV

[-610]

FI

[-610]

FVIII

[-300]

FI

[-610]

FI

[-610]

FI

[-610]

FV

[-610]

FV

[-610]

FVI

[-610]

FVI

[-610]

FVI

[-610]

FVI

[-610]

FV

[-610]

FV

[-610]

FIII

[-152]

FIII

[-152]

FIII

[-152]

FVIX

[-610]

FIII

[-152]

FIII

[-152]

FIII

[-152]

P600 [-150]

P1220 [-150]

P1220 [-150]

P1220 [-150]

P1220 [-150]

P1220 [-150]

15 15

BP13

BP14

BP13

BP13

BP14

16 16

16 16 16

17 TYP

G9

S-501

TYP

G9

S-501

E O

S

G9

S-501

EOS

7.6

191919

20TYP

UON

18 22

F3

S-502

14141414

23232323

CC150x150

CC150x150

CC150x150

CC150x150

CC150x150CC385x150

CC150x150

CC150x150

CC150x150

CC150x150

CC150x150

CC150x150

CC410x150

CC150x150

CC150x150

24 24

T/FTG EL [ -610 ]

T/FTG EL [ -152 ]

T/FTG EL [ -152 ]

T/FTG EL [ -600 ]

10001140

T/FTG EL [ -152 ]

T/FTG EL [ -650 ]

T/FTG EL [ -152 ]2424

E O

S

E O

S

EOS

EOS

E O

S

TYP

F3

S-502 SIM

TYP

EOS

E O

S

E O

S

T/SOG [ -65 ]

EOS

7.5

A7

S-310

TYP

CL

CL

HSS203.2X203.2X9.5

BP15

CL CL

E O

S

29 29

29 29

29 29 29

N

TRUE NORTH

WIND

PLAN NORTH

0 5,000mm 10,000mm

SCALE 1:100 (MILLIMETERS)THIS DRAWING DEPICTS HARDNESS CRITICAL ITEMS (HCI'S)

AND (OR) HARDNESS CRITICAL PROCESSES (HCP'S). ALL

CHANGES TO OR PROPOSED SUBSTITUTIONS OF HCI'S

AND (OR) HCP'S MUST BE EVALUATED FOR HARDNESS

IMPACTS AND APPROVED BY THE CONTRACTING OFFICER.

US Army Corps of Engineers ®

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22 EXISTING W12 COLUMN.

23 REFER TO DETAIL E6/S-510 FOR BASE PLATE ANCHORAGE.

24 STEPPED FOOTING, REFER TO TYPICAL DETAILS.

25 230 DEEP TRENCH, REFER TO TYPICAL DETAILS. COORDINATE LOCATION WITH

PLUMBING DRAWINGS.

26 SLAB DEPRESSION FOR WALKOFF MAT, COORDINATE LOCATION WITH ARCH

DRAWINGS.

27 300mm THK CONCRETE FOUNDATION CENTERED ON TANK. 5015kg MAX WEIGHT OF SINGLE TANK. MINIMUM 2500mm X 4000mm FOUNDATION. SUBMIT SHOP

DRAWINGS OF STACKED TANK FOR VERIFICATION OF FOUNDATION PRIOR TO

PLACEMENT OF CONCRETE. COORDINATE WITH MECHANICAL DRAWINGS.

28 FLOOR DRAIN THROUGH HEMP FLOOR PLATE. REFER TO A1/S-531 AND

COORDINATE SIZE AND LOCATION WITH PLUMBING.

29 FLOOR DRAIN, REFER TO D3/S-502 AND COORDINATE SIZE AND LOCATION WITH

PLUMBING.

12 THICKENED SLAB AT BASE OF STAIR, REFER TO TYPICAL DETAIL.

13 760mm THK CONCRETE MAT FOUNDATION W/ T/FDN EL = [-610] UON. CAST

AROUND EXISTING FOOTINGS AND REINFORCE WITH #22 @ 250 OC T&B EW.

REFER TO TYPICAL DETAIL FOR CONNECTION TO EXISTING FOOTINGS.

14 405mm THK CONCRETE MAT FOUNDATION W/ T/FDN EL = [-152] UON. CAST

BETWEEN EXISTING FOOTINGS AND REINFORCE WITH #16 @ 250 OC T&B EW.

REFER TO TYPICAL DETAIL FOR CONNECTION TO EXISTING FOOTINGS.

15 CONCRETE PEDESTAL BENEATH EXISTING COLUMN, REFER TO DETAILS ON

S-510.

16 455mm THK CONCRETE MAT FOUNDATION W/ T/FDN EL = [-152] UON. CAST

BETWEEN EXISTING FOOTINGS AND REINFORCE WITH #16 @ 250 OC T&B EW.

REFER TO TYPICAL DETAIL FOR CONNECTION TO EXISTING FOOTINGS.

17 CHANNEL AT DOOR OPENING, SEE ELEVATIONS.

18 EXISTING W8 COLUMN.

19 EXISTING W10 COLUMN.

20 EXISTING W21 COLUMN.

21 EXISTING W16 COLUMN.

1 CONCRETE GENERATOR FOUNDATION. REFER TO SECTIONS FOR MORE INFO.

2 HEMP SHIELD, 6mm THK CONT STEEL PLATE.

3 PROVIDE TYPE A COLUMN REINFORCEMENT - REFER TO TYPICAL DETAILS.

4 EXISTING TUNNEL TO PASSAGEWAY.

5 ALIGN EDGE OF SLAB WITH EXISTING EDGE OF SLAB.

6 CONCRETE SLAB-ON-GROUND ATOP 12mm THK STEEL PLATE AND MUD MAT.

REFER TO TYPICAL DETAIL "SLAB-ON-GROUND W/ HEMP SHIELD". SUBMIT SHOP

DRAWINGS FOR LAYOUT OF HEMP SHIELD PLATE/JOINT AND SELDS TESTING

PVC CONDUITS. COORDINATE WITH SHIELDED FLOOR SELDS TESTING DETAIL

ON ELEC DWGS.

7 TYPICAL CONCRETE SLAB-ON-GROUND, REFER TO TYPICAL DETAIL

"SLAB-ON-GROUND".

8 HEMP VESTIBULE, REF ENLARGED PLAN ON S-404.

9 150 THK CONCRETE EQUIPMENT PAD, REFER TO TYPICAL DETAILS FOR

REINFORCEMENT. COORDINATE LOCATION AND DIMENSIONS WITH EQUIPMENT.

10 SEWAGE EJECTOR PIT.

11 EXISTING FOOTING, VIF ELEVATION AND SIZE.

1 : 100B1

SLAB AND FOUNDATION PLAN

SHEET NOTES

1. DIMENSIONS AND ELEVATIONS DEPICTING EXISTING CONDITIONS ARE

APPROXIMATE. FIELD VERIFY AND NOTIFY COR IMMEDIATELY IF CONDITIONS DIFFER

FROM THOSE DEPICTED IN DESIGN DOCUMENTS.

2. 40kN MAXIMUM ALLOWABLE FORKLIFT WHEEL REACTION ON SOG. MAXIMUM REACTION BASED ON 10300mm2 CONTACT AREA.

KEYED NOTES

A

D D

E N

D U

M

/0

/2

1 2 3 4 5 6 7

A

B

6.5

B.1

5.54.53.52.51.1

B.2

1.5

S-411

A1

S-411

D1

S-412

A1

2051 4880 4880 4880 4880 4880

E

301 2500 2500 2500 2500 2500 2500 2500 2500 2500 1340 1860 760 1740

4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E)

SIM SIM

S-412

A5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S X

.6

X .5

H S

S .4

X .6

X .5

H S

S .4

X .6

X .5

H S

S .4

X .6

X .5

H S

S .4

X .6

X .5

H S

S .4

X .6

X .5

HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5

HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5 HSS127X76.2X9.5HSS127X76.2X9.5

HSS127X76.2X9.5

TYP

EQ

TYP

EQ

H S

S .4

X .6

X .5

HSS127X76.2X9.5

HSS76.2X76.2X9.5

HSS127X101.6X9.5 HSS127X101.6X9.5

B/PL EL 4000

B/PL EL 4000

HSS127X76.2X9.5

HSS76.2X76.2X9.5

HSS127X76.2X9.5

H S

S X

.6

X .5

HSS127X101.6X9.5

HSS127X101.6X9.5

HSS127X101.6X9.5

790 840 870

H S

S X

.6

X .5

H S

S X

.6

X .5

X-112

E1

X-112

E6

X-112

F1

X-112

F6

HSS127X76.2X9.5

HSS76.2X76.2X9.5

HSS76.2X76.2X9.5

H S

S .2

X .2

X .5

A1

S-313

A1

S-313

A1

S-313

A1

S-313

A1

S-313

A1

S-313

HSS76.2X76.2X9.5 HSS76.2X76.2X9.5 HSS76.2X76.2X9.5

HSS76.2X76.2X9.5

B/PLATE EL 4230

1 2 3 4 5 6 7

A

B

6.5

B.1

5.54.53.52.51.1

B.2

1.51.3

S-411

A1

S-411

D1

S-412

A1

2051 4880 4880 4880 4880 4880

4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E) 4877 (E)

D1

S-311

S-412

A5

D1

S-311

D6

S-311 D3

S-311

700 2500 2500 2500 2500 2500 2500 2500 2500 2500 3200 760 1740

HSS101.6X76.2X9.5

TYP UON 2

TYP

X-111

B1

X-112

E1

X-112

E6

X-112

F1

X-112

F6

FIII

[-152]

FIII

[-152]

FIII

[-152]

FIII

[-152]

FIII

[-152]

FIII

[-152]

CL

CL

CL

CL

6 7 7 7 7 7 7

8 8 8 8 8 8

TYP

T/CONC EL 0

EOS

A1

S-311

SIM

THIS DRAWING DEPICTS HARDNESS CRITICAL ITEMS (HCI'S)

AND (OR) HARDNESS CRITICAL PROCESSES (HCP'S). ALL

CHANGES TO OR PROPOSED SUBSTITUTIONS OF HCI'S

AND (OR) HCP'S MUST BE EVALUATED FOR HARDNESS

IMPACTS AND APPROVED BY THE CONTRACTING OFFICER.

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

34964

S-410

E N

L A

R G

E D

P L

A N

S

M E

C H

A N

IC

A

L H

E M

P

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

T T

E S

F A

Y E

T T

E S

F A

Y E

A P

O Z

O L O

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

M E

W S

P O

W E

R

J

P L

A N

T B

N E

W Y

O R

K D

IS

T

R

IC

T

1 : 50D1

ENLARGED FRAMING PLAN - MECHANICAL HEMP

1 : 50A1

ENLARGED GROUND FLOOR PLAN - MECHANICAL HEMP

SHEET NOTES

1 HEMP PLATE, 12mm THK CONT STEEL PLATE. REFER

TO HEMP TYPICAL DETAILS.

2 HEMP POST, REFER TO DETAIL ON SHEET S-531 FOR

CONNECTION TO FLOOR.

3 HEMP FLOOR, 12mm THK CONT STEEL PLATE

BEARING ON SLAB-ON-GROUND. REFER TO HEMP

TYPICAL DETAILS. SUBMIT SHOP DRAWINGS FOR

LAYOUT OF HEMP SHIELD PLATE/JOINT AND SELDS

TESTING PVC CONDUITS. COORDINATE WITH

SHIELDED FLOOR SELDS TESTING DETAIL ON ELEC

DWGS.

4 HEMP SHIELD, 6mm THK CONT STEEL PLATE.

5 EXISTING W16 COLUMN.

6 CONCRETE PEDESTAL BENEATH EXISTING COLUMN,

REFER TO DETAILS ON S-510.

7 EXISTING W21 COLUMN.

8 EXISTING W12 COLUMN.

9 ISOLATION JOINT, REFER TO TYPICAL DETAILS.

10 FLOOR DRAIN THROUGH HEMP FLOOR PLATE. REFER

TO A1/S-531 AND COORDINATE SIZE AND LOCATION

WITH PLUMBING.

KEYED NOTES

1. DIMENSIONS AND ELEVATIONS DEPICTING EXISTING CONDITIONS

ARE APPROXIMATE. FIELD VERIFY AND NOTIFY COR IMMEDIATELY

IF UNUSUAL CONDITIONS ARE ENCOUNTERED.

A

D D

E N

D U

M

/0

/2

9 10 11

B

11.5

10.59.58.5

B.1

B.2

S-421

A1

S-421

C1

S-421

A7

4877 (E) 4877 (E)

4794 4880

F1

S-311

F6

S-311

2364 2450 2450 2450 2450 2354

F1

S-311

F1

S-311

14518

F6

S-311

F6

S-311

E

S-421

C7

1 TYP

F1500 [-300]

W460X128

BP2

F1500 [-300]

W460X128

BP2

F1500 [-300]

W460X128

BP2

W460X128

BP2

T/CONC EL [ -150 ]

T/CONC EL 0

CC320x150

C C x

CC320x150 C

C x

S-420

A6

TYP

HSS127X127X9.5

TYP UON

HSS127X76.2X9.5

F1

S-311

S-421

E1

X-113

B8

X-113

B1

X-113

B5

X-113

D1

55 F3

S-311

6 6

CC320x150

IF

IF1

IF1

IF

9 10 11

A

B

11.5 10.59.58.5

B.1

B.2

S-421

A1

S-421

C1

S-421

A7

4877 (E) 4877 (E)

4794 4880 5650

2364 2450 2450 2450 2450 2365

16007

E

F6

S-312 D6

S-312

A6

S-312

A6

S-312

F6

S-312

F6

S-312

S-421

C7

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

HSS127X127X6.4

HSS127X127X6.4HSS127X127X6.4HSS127X127X6.4HSS127X127X6.4HSS127X127X6.4 HSS127X127X6.4

HSS127X127X6.4 HSS127X127X6.4HSS127X127X6.4 HSS127X127X6.4 HSS127X127X6.4

S-420

D6

HSS127X127X6.4

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

HSS127X127X6.4

HSS127X127X6.4

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

H S

S X

X

.5

A6

S-312

A8

S-312 S-421

E1

H S

S X

X

.5

H S

S X

X

.5

TYP

TYP

TYPB/PLATE EL 2626

D50+135

B/DECK EL 2390

TYP

EQ

TYP

EQ

B

B.1

D6

S-311

F6

S-311

HSS76.2X76.2X6.4

HSS76.2X76.2X6.4 HSS76.2X76.2X6.4

HSS76.2X76.2X6.4

T/CONC EL 0

F9

S-311

D6

S-311

SIM

SIM

B

B.1

F6

S-312

HSS76.2X76.2X9.5

H S

S .2

X .2

X .5

HSS76.2X76.2X9.5

H S

S .2

X .2

X .5

G1

S-312

B/PLATE EL 2200

9 10 TYP

THIS DRAWING DEPICTS HARDNESS CRITICAL ITEMS (HCI'S)

AND (OR) HARDNESS CRITICAL PROCESSES (HCP'S). ALL

CHANGES TO OR PROPOSED SUBSTITUTIONS OF HCI'S

AND (OR) HCP'S MUST BE EVALUATED FOR HARDNESS

IMPACTS AND APPROVED BY THE CONTRACTING OFFICER.

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

34967

S-420

E N

L A

R G

E D

P L

A N

S

G E

N E

R A

T O

R R

O O

M H

E M

P

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

T T

E S

F A

Y E

T T

E S

F A

Y E

A P

O Z

O L O

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

M E

W S

P O

W E

R

J

P L

A N

T B

N E

W Y

O R

K D

IS

T

R

IC

T

1 : 50A1

ENLARGED GROUND FLOOR PLAN - GENERATOR ROOM

HEMP

1 : 50D1

ENLARGED FRAMING PLAN - GENERATOR ROOM HEMP

SHEET NOTES

1 SLAB REENTRANT CORNER REINFORCEMENT, REFER

TO TYPICAL DETAIL.

2 EXISTING W12 COLUMN.

3 HEMP SHIELD, 6mm THK CONT STEEL PLATE.

4 HEMP SHIELD MOVEMENT JOINT, REFER TO TYPICAL

DETAIL.

5 CONCRETE SLAB ATOP 12mm THK STEEL PLATE AND

CONCRETE SLAB-ON-GROUND. REFER TO TYPICAL

DETAIL "SLAB-ON-GROUND @ GENERATOR HEMP

SHIELD". SUBMIT SHOP DRAWINGS FOR LAYOUT OF

HEMP SHIELD PLATE/JOINT AND SELDS TESTING PVC

CONDUITS. COORDINATE WITH SHIELDED FLOOR

SELDS TESTING DETAIL ON ELEC DWGS.

6 EXISTING W21 COLUMN.

7 PLATE PENETRATION, COORD LOCATIONS WITH MEP

DWGS. REFER TO HEMP PENETRATION PLAN.

8 12mm THK HEMP STEEL PLATE ABOVE CONCRETE ON

METAL DECK. REFER TO SECTIONS.

9 HEMP PLATE, 12mm THK CONT STEEL PLATE. REFER

TO HEMP TYPICAL DETAILS.

10 HEMP WALL, 6mm THK CONT STEEL PLATE. REFER TO

HEMP TYPICAL DETAILS.

KEYED NOTES

1. DIMENSIONS AND ELEVATIONS DEPICTING EXISTING CONDITIONS ARE

APPROXIMATE. FIELD VERIFY AND NOTIFY COR IMMEDIATELY IF UNUSUAL

CONDITIONS ARE ENCOUNTERED.

1 : 25A6

HEMP CHASE - FLOOR PLAN

1 : 25D6

HEMP CHASE - FRAMING PLAN

A

D D

E N

D U

M

/0

/2

CONCRETE SPREAD FOOTING SCHEDULE

MARK

SIZE

LENGTH WIDTH DEPTH LONG1 SHORT

1400F1400 1400 500 5#19 -

NOTES:

1. FOR SQUARE FOOTINGS, PLACE LONG REINFORCEMENT EACH WAY.

2. UNLESS NOTED OTHERWISE, PLACE REINFORCEMENT AT THE BOTTOM OF THE FOOTING.

REINFORCEMENT

LONG1 SHORT

5#19 - -

REMARKSTOP BOTTOM

1500F1500 1500 500 5#19 - 5#19 - -

2800F2800x1800 1800 600 7#19 11#19 7#19 11#19 -

3700F3700 3700 750 18#19 - 18#19 - -

3400F3400x2000 2000 750 10#19 17#19 10#19 17#19 -

4600F4600x2000 2000 750 10#19 22#19 10#19 22#19 -

4300F4300x2000 2000 750 10#19 21#19 10#19 21#19 -

5200F5200x2000 2000 750 10#19 25#19 10#19 25#19 -

4800F4800x2000 2000 750 10#19 23#19 10#19 23#19 -

1700F1700 1700 600 5#19 - 5#19 - -

3400F3400 3400 750 17#19 - 17#19 - -

2500F2500x2000 2000 750 10#19 12#19 10#19 12#19 -

4600F4600x1800 1800 750 9#19 22#19 9#19 22#19 -

2200F1100x2200 1100 500 4#19 8#19 4#19 8#19 -

COL

"D E

P T

H

S E

E S

C H

E D

75 CLR, TYP

SCHEDULED FTG

SCHEDULED

BOT FTG REINF7

C

L R

T/FTG EL

SEE PLAN

NOTES:

1. SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

2. ALL FOOTINGS MUST BE CENTERED ON COLUMNS, UON

SCHEDULED

PEDESTAL,

SEE

PEDESTAL

REINFORCEMENT

SCHEDULED

TOP FTG REINF

STD HOOK, TYP

/C5 S-501

C

L R

P E

D E

S T

A L S

C H

E D

U L E

T

IE

S S

P A

C E

D P

E R

SCHEDULED

PEDESTAL

SCHEDULED

PEDESTAL

REINFORCEMENT

BLOCK-OUT FOR

SHEAR LUG

WHERE REQUIRED

SCHEDULED TIES

PLAN SECTION

BRACE

W/2 W/2

W /2

W /2

P E

D E

S T

A L

W

ID

T H

W

W/2

W /2

W /2

P E

D E

S T

A L

W

ID

T H

W

NOTES:

1. CENTER SQUARE PEDESTALS ON COLUMN GRID INTERSECTION.

2. LONGSIDE OF RECTANGULAR PEDESTAL GOES IN DIRECTION OF BRACE.

COLCOL

COL COL

SCHEDULED

BASE PLATE

SCHEDULED

BASE PLATE

CONCRETE PEDESTAL SCHEDULE

MARK REMARKSSIZE (mm) VERTICAL

REINF

TIES

600x600P600 8#25 #10@400 OC ADDITIONAL TIES AT TOP OF PEDESTAL, REF

1200x1200P1200 24#29 #13@300 OC ADDITIONAL TIES AT TOP OF PEDESTAL, REF

/A7 S-501

/A7 S-501

T

CONTRACTION JOINT @

4200 MAX SPACING T

/4

EQUIPMENT

ISOLATION PAD AS REQUIRED BY

MFR'S INSTALLATION INSTRUCTIONS

12 DIA ANCHOR BOLT W/ MIN 90

EMBED, OR AS REQUIRED BY MFR'S

INSTALLATION INSTRUCTIONS

150 THK SLAB

#10M @ 450 OC EW

HEMP SHIELD FLOOR PLATE

75 THK MUD MAT

100 THK DRAINAGE COURSE

VAPOR RETARDERSELDS TESTING PVC

CONDUIT LOCATE AT

FLOOR PLATE WELD SEAMS

FLOOR PLATE JOINT

SEE DETAIL ON S-530

SEE PLAN

EOS

T/SLAB EL

SEE PLAN

COL

(2) #16 CONT BARS

TYP SLAB REINF, SEE TYP DETAIL

CONC CURB, SEE PLAN

AND SCHEDULE

IMP ANGLE BY IMP

MANUFACTURER,

REF TO ARCH

150 THK SLAB

#10M @ 450 OC EW

100 THK DRAINAGE

COURSE

VAPOR RETARDER

CONCRETE WALL SEE

PLAN

SLAB ISOLATION JOINT SEE

TYP DETAIL

(3) #10M TOP BARS @ 50 OC

C

LR

25 SLAB

TYP

#10M @ 450

(5) #10M CONT

T H

K

S L A

B

SLAB REINF

SEE PLAN

STAIR SYSTEM AND CONNECTION

BY CONTRACTOR'S DESIGNATED

SPECIALTY ENGINEER

SLAB REINF

SEE PLAN

150 THK SLAB ABOVE AND

BELOW HEMP SHIELD

#10M @ 450 OC EW

HEMP SHIELD FLOOR PLATE

100 THK DRAINAGE COURSE

VAPOR RETARDERSELDS TESTING PVC

CONDUIT LOCATE AT

FLOOR PLATE WELD SEAMS

FLOOR PLATE JOINT

SEE DETAIL ON S-530

SEE PLAN

EOS

T/SLAB EL

SEE PLAN

COL TYP SLAB REINF, SEE

TYP DETAIL

COORD RECESS WITH

ARCH AND DOOR

MANUFACTURER

T

1 1/2" DEEP SAWCUT JOINT

FILLED WITH TRAFFIC

GRADE SEALANT

CUT REINF EACH

SIDE OF JOINT

50 50

ROUGHEN SURFACE

TO 1/4" AMPLITUDE

(3) #10M TOP BARS @ 50 OC

EDGE OF SLAB

CONCRETE

WALL

ISOLATION

JOINT

C

LR

P L A

N

S E

E

C

L R

SEE NOTE

20 CHAMFER,

TYP

ANCHOR PER REQUIREMENTS OF

EQUIPMENT, REFER TO EQUIP

SHOP DRAWINGS FOR TYPE, SIZE,

PROJECTION AND LOCATION. MIN

90 EMBEDMENT INTO SLAB.

EQUIPMENT PAD W/ #13

@ 300 OC EW

ROUGHEN TO 6

AMPLITUDE & APPLY

BONDING AGENT

NOTES:

COORDINATE PAD LOCATION AND SIZE WITH MECH, PLUMBING AND ELEC

DRAWINGS AND EQUIP MFR'S RECOMMENDATIONS.

SOG, SEE PLAN AND DETAILS

150 MIN

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

34969

S-501

D E

T A

IL

S

F

O U

N D

A T

IO

N

S A

N D

S L

A B

S

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

T T

E S

F A

Y E

T T

E S

F A

Y E

A P

O Z

O L O

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

M E

W S

P O

W E

R

J

P L

A N

T B

N E

W Y

O R

K D

IS

T

R

IC

T

NTSA1

CONCRETE SPREAD FOOTING SCHEDULE

NTSA5

SPREAD FOOTING

W/ PEDESTAL

NTSA7

CONCRETE PEDESTAL

REINFORCEMENT

NTSC8

CONCRETE PEDESTAL PLAN

NTSC5

CONCRETE PEDESTAL SCHEDULE

NTSG3

SLAB-ON-GROUND

CONTRACTION JOINT

NTSE7

TYPICAL EQUIPMENT

ANCHORAGE

NTSG1

SLAB-ON-GROUND

W/ HEMP SHIELD

NTSG9

TYP EDGE OF SLAB

NTSG5

SLAB-ON-GROUND

NTSE1

SLAB REENTRANT

CORNER BARS

NTSC1

THICKENED SLAB

AT STAIR

NTSG7

SLAB-ON-GROUND W/

GENERATOR HEMP SHIELD

NTSE9

SLAB RECESS AT

EXTERIOR PERIMETER

DOOR

NTSE3

SLAB-ON-GROUND

CONSTRUCTION JOINT

NTSC3

SLAB-ON-GROUND

REINFORCING AT DOOR

NTSE5

INTERIOR EQUIPMENT PAD

A

D D

E N

D U

M

/0

/2

FIRST FLOOR

PROVIDE WAVEGUIDE

ARRAY AT DUCT

PENETRATION THRU

HEMP SHIELD (REFER

TO E-8/X-141)

G ABCDE

G-2

AHU-2

PROVIDE WAVEGUIDE

ARRAY AT DUCT

PENETRATION THRU HEMP

SHIELD

DT-2

PROVIDE WAVEGUIDE ARRAY AT

EXHAUST PIPE PENETRATION THRU

HEMP SHIELD (REFER TO A-4/X-141)

R-2

PROVIDE WAVEGUIDE ARRAY AT AFTERCOOLER PIPE

PENETRATION THRU HEMP SHIELD (REFER TO E-1/X-142)

AREA CLEAR FOR

HOIST BEAM

3 3 m m

G E

A

600mm - GEA

EF-2

GENERATOR INLET AIR

FILTER HOUSE (1 OF 2

PER GENERATOR)

500mm - GIA

F

50mm CA

80mm HWR

80mm HWS

50mm HWR 50mm HWS

600mm x 2150mm RA

1000mm x 1700mm RA

1200mm x 1800mm OA

1000mm x 1600mm RA

1000mm x 1600mm EA

1500mm x 1800mm SA

550mm x 3500mm SA

FLEXIBLE CONNECTION

IH-2

EH-2

400mm x 350mm SA TO

OIL STORAGE RM 107

GENERATOR COOLING WATER

EXPANSION TANK (G-2)

200mm FOV

80mm FOV

BALANCING DAMPER

m m x m m R

A

250mm x 300mm SA

GENERATOR

AREA

OPEN AREA

GENERATOR

MECH RM

RADIATOR

ROOM

INTR AREA

RADIATOR ROOM

SERVICE

CLEARANCE

SERVICE

CLEARANCE

20mm ACR

LUBE OIL AND GLYCOL FILL AND WASTE LINES TO

BE CONNECTED TO GENERATOR WITH

REMOVABLE HOSES ONLY DURING MAINTENANCE

ACTIVITY (TYP OF G-1 THRU G-4).

m m G

S m m G

R m m L

O R m m L

O S

80mm FOV 80mm FOV

80mm FOO

80mm FOS

20mm FOS/R

TO UH-16

200mm FOV

32mm FOS

32mm FOR

32mm FOS

50mm FOO

NOTE: PIPING AND INTAKE/EXHAUST

CONNECTIONS TYPICAL OF G-1 THRU G-4.

1500mm x 1800mm SA

25mm DRAIN (TERMINATE IN

RADIATOR ROOM 112)

TOP OF GENERATOR EXHAUST @

12325mm A.F.F.

1000mm x 1600mm RA

FLEXIBLE CONNECTION

150mm FLEXIBLE CONNECTION

PROVIDE HIGH-WIND GENERATOR EXHAUST

CAP (TYP OF EACH GENERATOR)

PROVIDE FLEXIBLE CONNECTION

FOR GENERATOR INTAK AND

EXHAUST (TYP)

PROVIDE MINIMUM 900mm

CLEARANCE FROM ROOF TO

BOTTOM OF HOOD OPENING (TYP

OF EXHAUST AND INTAKE

HOODS))

PROVIDE MINIMUM

950mm FROM ROOF

TO TOP OF RADIATOR

LOUVER OPENING

MUFFLER7

0 2,500MM 5,000MM

SCALE 1:50 (MILLIMETERS)

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349213

M-301

G E

N E

R A

T O

R A

N D

S U

P P

O R

T

IN

G E

Q U

IP

M

E N

T T

Y P

IC

A

L B

U

IL

D

IN

G S

E C

T

IO

N

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

S A

L M

O N

D

L T

A T

E

J L E

M E

N S

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

M E

W S

P O

W E

R

J

P L

A N

T B

N E

W Y

O R

K D

IS

T

R

IC

T

1:50B1

GENERATOR AND SUPPORTING EQUIPMENT TYPICAL

BUILDING SECTION

DRAWING NOTES:GENERAL NOTES:

1. REFER TO M-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

1. OUTDOOR INLET AIR LOUVERS FOR REMOTE RADIATOR COOLING AIR.

2. REMOTE RADIATOR EXHAUST AIR LOUVER THROUGH ROOF.

3. REMOTE RADIATOR CLEARANCE REQUIREMENT FOR FAN AND MOTOR

REMOVAL.

4. REMOTE RADIATOR HOT AIR EXHAUST PATH.

5. REMOTE RADIATOR COLD OUTDOOR AIR SUPPLY PATH.

6. MUFFLER SUPPORT STRUCTURE BY DELIGATED DESIGN. CONTRACTOR TO

DESIGN AND INCLUDE SHOP DRAWINGS WITH CALCULATIONS OF MUFFLER

STAND DESIGN.

7. CONTRACTOR TO SUPPLY A MUFFLER/SILENCER THAT WILL REDUCE

SOUND EMISSIONS FROM THE GENERATOR EXHAUST BY 40 TO 60

DB. MUFFLER SUPPLIED MUST BE SIZED TO COMPLY WITH THE BACK

PRESSURE LIMIT RANGE OF THE GENERATOR MANUFACTURER. INCLUDE

BACK PRESSURE CALCULATIONS IN MUFFLER SUBMITTAL WHICH WILL

INCLUDE THE WAVE GUIDE THROUGH THE HEMP SHIELD, MUFFLER AND

ALL PIPE/FITTINGS TO SHOW THE COMPLIANCE WITH THE GENERATOR

MANUFACTURER REQUIREMENTS.

D

D E

N D

U M

/5

/2

F B

F

B

F B

F

B

F B

F

B

FB1 FB1

F B

F

B

F B

F

B

F B

F B

F

B

F B

FB3 FB3FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3

F B

F

B

F B

FB3FB3 FB3FB3FB3FB3FB3FB3FB3FB3FB3FB3

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

FB3 FB3FB3 FB3

FB1

7 8 9 10 11 12

A

B

C

D

UH-21

UH-26

UH-31

EF-10

DT-1

DT-2

DT-3

DT-4

G-1 G-2 G-3 G-4

HX-1 HX-2 HX-3 HX-4

UH-16

LOT-1

LOT-2

GT-1

GT-2

GP-2

LOP-2

LOP-1

GP-1

80 mm LOS

80 mm LOR

80 mm LOF

80 mm LOS

80 mm LOR

80 mm GR 80 mm GS

AT-1B AT-2B AT-3B AT-4B

80 mm GF

80 mm LOF

80 mm GR

80 mm GS

200 mm ACS

200 mm ACR

200 mm - FOV (TYP. 4)

200 mm - FOV (TYP. 4)

80 mm - FOV (TYP. 4)

GENERATOR

AREA

OIL STORAGE RM

GENERATOR

MECH RM

111RADIATOR

ROOM

EXIT

STAIR #2

INTR AREA

INTR AREA

INTR AREA

25 mm - HWR (25 mm - HWS BELOW)

20 mm - HWS/R

(TYP. 4)

(TYP 4)

(TYP. 4)

AT-1A AT-2A

G-4

AT-3A AT-4A

(TYP 8)

20mm HWS & HWR

UP AND DN

400mm x 350mm SA-UP (TO OIL STORAGE 107) 250mm x 300mm SA-DN

80mm NORMAL VENT (DT-4)

200mm PRIMARY TANK EMERGENCY VENT(DT-2)

200mm SECONDARY TANK EMERGENCY VENT (DT-2)

250mm x 300mm SA-DN (TO

GEN. MECH ROOM 111)

40 mm FOS

40 mm FOR

40 mm FOS

40 mm FOR

40 mm FOS

40 mm FOR

40 mm FOS

40 mm FOR

450mm x 350mm SA

40mm FOS

40mm FOR

40mm FOS 50mm FOO

20mm HWR 20mm HWS

40mm FOR 40mm FOS

40mm FOS 50mm FOO

50mm FOO 40mm FOS

40mm FOR 40mm FOS

50mm FOO 40mm FOS

40mm FOR 40mm FOS

300mm x 250mm EA

20 mm HWS 20 mm HWR

400mm x 350mm SA

(ABOVE ACS/R PIPING)

200 mm ACS200 mm ACS

200 mm ACR

200 mm ACR

80 mm GR 80 mm GS

200mm PRIMARY TANK EMERGENCY VENT(DT-1)

200mm PRIMARY TANK EMERGENCY VENT(DT-4)

200mm SECONDARY TANK EMERGENCY VENT (DT-4)

80mm NORMAL VENT (DT-2)

200mm SECONDARY TANK EMERGENCY VENT (DT-3)

200mm PRIMARY TANK EMERGENCY VENT(DT-3)

80mm NORMAL VENT (DT-3)

200mm SECONDARY TANK EMERGENCY VENT (DT-1)

80mm NORMAL VENT (DT-1)

20 mm HWS 20 mm HWR

80 mm HWS

80 mm HWR

DECOUPLER (TYP)

250mm x 300mm SA

UH-37

UH-13

FD

(BELOW GT-2)

(BELOW LOT-2)

80 mm LOF

80 mm LOR

80 mm GR 80 mm GS

EF-12

CONNECT 300mm x 300mm

EA TO EH-12 (REFER TO

A-605 & A7/M-501 FOR

MORE INFORMATION)

300mm X 300mm EA

UH-38

25mm HWS

25mm HWR

25mm HWS

25mm HWR

CONTROL

PANEL

250mm x 300mm SA FROM AHU-7

FD

NOTE: NOTE: GLYCOL AND

LUBE OIL TANKS SUPPORT

STRUCTURE BY TANK

MANUFACTURER.

CONTRACTOR TO DESIGN

AND INCLUDE SHOP

DRAWINGS WITH

CALCULATIONS OF TANK

STAND DESIGN.

50mm CA 50mm CA

(BELOW)

50mm CA

50mm CA 50mm CA

(BELOW)

50mm CA

50mm CA 50mm CA

(BELOW)

50mm CA

50mm CA 50mm CA

(BELOW)

50mm CA

T

T

T

200 mm ACR

200 mm ACS

CONNECT 300mm x 250mm EA TO EH-10 (REFER TO

A-605 FOR MORE INFORMATION) (BELOW DT VENTS)

T

T

7 7 7

400mm x 350mm SA-UP

TO OIL STORAGE RM

EH-12

EH-10

200 mm ACS-UP TO R-1 200 mm ACR-UP TO R-1

200 mm ACS-UP TO R-2

200 mm ACR-UP TO R-2

200 mm ACS-UP TO R-3

200 mm ACR-UP TO R-3

200 mm ACS-UP TO R-4

200 mm ACR-UP TO R-4

EMCS CONTROL

PANEL

T

PROVIDE ATMOSPHERIC FUEL OIL VENT ABOVE ROOF

LINE AND INSULATED DRAIN AT BOTTOM OF VENT PIPE

(TYP OF ALL FUEL VENTS)(REFER TO C6/M-504)

KEY PLAN

N

TRUE NORTH

WIND

PLAN NORTH

0 2,500MM 5,000MM

SCALE 1:50 (MILLIMETERS)

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

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T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349218

M-404

M E

C H

A N

IC

A

L

G E

N E

R A

T O

R B

A Y

A N

D D

A Y

T A

N K

R O

O M

E N

L A

R G

E D

P L

A N

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

S A

L M

O N

D

L T

A T

E

J L E

M E

N S

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

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1 : 50B1

MECHANICAL - GENERATOR BAY AND

DAY TANK ROOM ENLARGED PLAN

DRAWING NOTES:GENERAL NOTES:

1. REFER TO M-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

2. ALL ROOM FINAL THERMOSTAT AND SENSOR LOCATION TO BE FINALIZED

WITH THE FIELD CONTRACTING OFFICER REPRESENTATIVE "COR" AND

DESIGNER OF RECORD "DOR".

1. WAVEGUIDE ARRAY AT EXHAUST PENETRATION THROUGH HEMP

SHIELD. (REFER TO E-8/X-141).

2. WAVEGUIDE ARRAY AT FUEL TANK VENT LINE PENETRATION THOUGH

HEMP SHIELD CEILING. (REFER TO E-7/X-142).

3. GENERATOR MECH ROOM 111 PROVIDED WITH SPILL CONTAINMENT

CURB BY LOWERING FLOOR. SEE STRUCTURAL DRAWINGS.

4. GENERATOR CLEARANCE REQUIREMENT.

5. FUEL TANK CLEARANCE REQUIREMENT.

6. GENERATOR COOLING WAVEGUIDE BELOW CUTOFF THROUGH HEMP

SHIELD. (REFER TO E-1/X-142).

7. LUBE OIL AND GLYCOL FILL AND WASTE LINES TO BE CONNECTED TO

GENERATOR WITH REMOVABLE HOSES ONLY DURING MAINTENANCE

ACTIVITY.

8. LUBE OIL AND GLYCOL PIPING WAVEGUIDE THROUGH HEMP SHIELD.

(REFER TO E-4/X-141).

9. ARCTIC RATED HOOD (160 KMH WIND SPEED RESISTANT).

D E

N D

U M

/5

/2

8 9 10 11 12

B

C

R-1 R-2 R-3 R-4

200 mm - ACR

150mm ACR

(TYP 4)

(TYP 4)

200 mm - ACS

(TYP 4)

(TYP 4)

(TYP 4)

(TYP 4)

GENERATOR

COOLING WATER

EXPANSION TANK

(TYP. 4)

420mm ACR-DN TO 200mm ACR (TYP 4)

800mm GEA

(TYP 4)

600mm GEA

600mm GEA

600mm GEA

600mm GEA

600mm GEA

600mm GEA

600mm GEA

600mm GEA

150mm ACS

(TYP 4)

150mm ACS

400mm x 350mm SA

450mm x 450mm SA

TO OIL STORAGE

ROOM 107

800mm GEA 800mm GEA 800mm GEA 800mm GEA

FD

400mm x 350mm SA

400mm x 350mm SA-DN (BELOW 800mm GEA)

RADIATOR ROOM

OIL STORAGE

450mm x 450mm SA

MUFFLER

(TYP) 1

1 1 1 1

5 5 5 5 5 5 5 5

KEY PLAN

N

TRUE NORTH

WIND

PLAN NORTH

0 2,500MM 5,000MM

SCALE 1:50 (MILLIMETERS)

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349220

M-406

M E

C H

A N

IC

A

L

G E

N E

R A

T O

R E

X H

A U

S T

A N

D R

A D

IA

T

O R

R O

O M

T H

U L

E A

B

G R

E E

N L

A N

D

F

E D

E R

A L

P L

A Z

A N

E W

Y O

R K

N

Y

S A

L M

O N

D

L T

A T

E

J L E

M E

N S

M

A Y

--F

IR

S T

T

IT

L E

S E

C O

N D

T

IT

L E

FINAL SUBMISSION

R E

P A

IR

B

M E

W S

P O

W E

R

J

P L

A N

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N E

W Y

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K D

IS

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R

IC

T

1 : 50B1

MECHANICAL - GENERATOR EXHAUST

AND RADIATOR ROOM

DRAWING NOTES:GENERAL NOTES:

1. REFER TO M-001 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

2. ALL ROOM FINAL THERMOSTAT AND SENSOR LOCATION TO BE FINALIZED

WITH THE FIELD CONTRACTING OFFICER REPRESENTATIVE "COR" AND

DESIGNER OF RECORD "DOR".

1. GENERATOR EXHAUST DUCT.

2. WAVEGUIDE ARRAY AT GENERATOR EXHAUST DUCT PENETRATION

THROUGH HEMP SHIELD. (REFER TO A-4/X-141).

3. PROVIDE MAINTENANCE ACCESS FOR REMOTE RADIATOR WITH CATWALK

ABOVE CENTER OF RADIATORS. SEE STRUCTURAL DRAWING S-102.

4. WAVEGUIDE ARRAY AT OIL STORAGE ROOM SUPPLY AIR DUCT

PENETRATION THROUGH HEMP SHIELD. (REFER TO E-1/X-141).

5. CONTRACTOR TO SUPPLY A MUFFLER/SILENCER THAT WILL REDUCE

SOUND EMISSIONS FROM THE GENERATOR EXHAUST BY 40 TO 60

DB. MUFFLER SUPPLIED MUST BE SIZED TO COMPLY WITH THE BACK

PRESSURE LIMIT RANGE OF THE GENERATOR MANUFACTURER. INCLUDE

BACK PRESSURE CALCULATIONS IN MUFFLER SUBMITTAL WHICH WILL

INCLUDE THE WAVE GUIDE THROUGH THE HEMP SHIELD, MUFFLER AND

ALL PIPE/FITTINGS TO SHOW THE COMPLIANCE WITH THE GENERATOR

MANUFACTURER REQUIREMENTS.

D E

N D

U M

/5

/2

ACCESS DOOR

PROVIDE MANUAL VOLUME

DAMPER WITH LOCKING

QUADRANT AT ALL BRANCH

TAKEOFFS TO PROPERLY

BALANCE SYSTEM.

RECTANGULAR TO

RECTANGULAR BRANCH

CONNECTIONS MUST

UTILIZE 45° ENTRY TAP

FITTINGS.

CONCENTRIC TRANSITION:

MAXIMUM ANGLE FOR

DIVERGING FLOW =45°.

MAXIMUM ANGLE FOR

CONVERGING FLOW = 60°.

PROVIDE TURNING

VANES IN

RECTANGULAR AND

MITERED ELBOWS.

FLEXIBLE DUCT MAXIMUM

LENGTH MUST NOT EXCEED

1524 MM. NO FLEXIBLE DUCT

MUST BE ALLOWED IN RETURN

OR EXHAUST SYSTEMS.

EXCEPT WHERE INDICATED.

ROUND ELBOWS

MUST BE 1.5 RADIUS

UNLESS OTHERWISE

NOTED.

RECTANGULAR TO ROUND

BRANCH CONNECTIONS

MUST UTILIZE BELL MOUTH

TAP FITTINGS. ROUND TO

ROUND CONNECTIONS MUST

UTILIZE 45° OVAL TO ROUND

TAP FITTINGS.

PROVIDE PROPORTIONAL

FITTINGS FOR PARALLEL

FLOW RANCHES.

MINIMUM WIDTH MUST

BE 102 MM. PROVIDE

VOLUME DAMPER IN

EACH BRANCH. DUAL

RADIUS ELBOWS ARE

OPTIONAL.

ECCENTRIC TRANSITION:

MAXIMUM ANGLE = 30°

NOTE:

DUCT, FITTINGS, MATERIAL AND SUPPORT MUST BE AS

SPECIFIED IN ACCORDANCE WITH SMACNA "HVAC DUCT

CONSTRUCTION STANDARDS - METAL AND FLEXIBLE."

ANGLE

ANGLE

LAY-IN SUPPY AIR DIFFUSER

WITH ROUND NECK AND

BALANCE DAMPER

FLEX DUCT WITH 50 MM

EXTERNAL INSULATION AT

MAX. LENGTH 1500 MM

NYLON DRAW BAND

METAL BAND SUPPORT

TIE OFF TO ROOF

STRUCTURE

SUPPLY AIR DUCT

SPIN-IN TAP FITTING WITH

AIR SCOOP AND DAMPER

CEILING

DUCT

SEISMIC RESTRAINT

CABLE (TYP.)

BEAM CLAMP

STEEL BEAM

SECURE STRAP HANGER

TO STRUCTURE

CONNECT/MOUNT ON

BOTTOM CHORD OF

STEEL JOIST

SLAB

SEISMIC BRACING MUST

BE SELECTED AND SIZED

UNDER DELEGATED

DESIGN

WALL

PACK WITH FIBROUS

MATERIAL

SEAL BOTH SIDES WITH

RESILIENT ACOUSTICAL

SEALANT AND BACKER

ROD

DUCT OR PIPE

EQUIPMENT

EQUIPMENT BASE

100 MM EQUIPMENT PAD

FLOOR

ADHESIVE ANCHOR BOLT (SIZE AND

QUANTITY DETERMINED BY MANUFACTURER)

NOTE:

ANCHOR BOLT SIZE AND QUANTITY FOR

SEISMIC BRACING MUST BE SELECTED

UNDER DELEGATED DESIGN

STRUCTURAL STEEL CHANNEL

WELDED TO BEAMS (TYP.)

SLAB

SEISMIC RESTRAINT CABLE

(TYP.)

DUCT

FLEXIBLE CONNCTION (TYP.)

DOUBLE LOCKNUTS TORQUED

TOGETHER BELOW

SUSPENSION CLIP (TYP.)

SPRING ISOLATORS (TYP.)

SUSPENSION CLIPS ON SIDE OF

FAN (PROVIDED WITH FAN)

TRANSITION

STRUCTURAL BEAM

FAN

EXISTING STEEL BEAM

NOTE:

SEISMIC BRACING MUST BE SELECTED AND

DESIGNED UNDER DELEGATED DESIGN

CONNECTION TO STEEL BEAMS CONNECTION TO SPREADERS BETWEEN STEEL BEAMS

STEEL BEAM CLAMP

MACHINE BOLT AT END

OF BRACE

FILLER PLATE AS

REQUIRED

3600 MM MAX. BETWEEN BEAMS

CENTERLINE OF SPREADER OR

BRACE

MACHINE BOLT AT END

OF BRACE

SPREADER

VERTICAL AND DIAGONAL BRACESWELDED CONNECTION TO

EXISTING STEEL BEAM

(TYPICAL EACH END)

AIR HANDLING UNIT

EQUIPMENT PAD (SEE

MANUFACTURER'S

INSTRUCTIONS)

CONDENSATE DRAIN SLOPED

AT 2.1% (TERMINATE @

FLOOR DRAIN)

PLENUM FAN SECTION

RETURN AIR

OPENING

HOT WATER COIL

SECTION

NOTE: PROVIDE FLEXIBLE CONNECTIONS FOR

SUPPLY/RETURN/OUTSIDE AIR DUCTS TO AHU.

OUTSIDE AIR

OPENING

SUPPLY AIR

OPENING STAINLESS STEEL

ATMOSPHERIC FUEL VENT WITH

INTERNAL WIRE SCREEN (SIZE

ACCORDING TO DAY TANK

VENTING REQUIREMENTS OR

TWO SIZES GREATER THAN

VENT SIZE, WHICHEVER IS

LARGER)

FUEL OIL VENT.

REFER TO PLANS

FOR SIZE AND

CONTINUATION.

DRAIN SPOUT

ROOF

CONSTRUCT VENT

STACK COLLECTION

SUMP INSULATED

DRAIN FASTENED TO

BUILDING AND OPEN

TO SPLASH BLOCK

BUILDING

EXTENTS

STAINLESS STEEL

FUEL VENT

US Army Corps of Engineers ®

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349224

M-504

M E

C H

A N

IC

A

L D

E T

A

IL

S

T H

U L

E A

B

G R

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R E

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N.T.S.C1

TYPICAL DUCT DETAIL

N.T.S.E4

SUPPLY AIR DIFFUSER DETAIL

N.T.S.A1

DUCT HANGER AND SUPPORT DETAIL

N.T.S.C4

DUCT AND PIPING PENETRATION THRU

PARTITION DETAIL

N.T.S.C7

EQUIPMENT SEISMIC SUPPORT DETAIL

N.T.S.A4

IN-LINE FAN DETAIL

N.T.S.A7

SEISMIC BRACING TO STEEL DETAIL

D E

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NTSF8

AIR HANDLING UNIT DETAIL

N.T.S.C6

FUEL OIL VENT DETAIL

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DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349226

M-601

M E

C H

A N

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A

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C H

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RADIATOR SCHEDULE

UNIT NO.

COOLANT TYPE

HEAT

REJECTION

(kW)

COOLANT

FLOW (L/m) PD (kPa)

ENTERING

WATER TEMP

(DEG. C)

LEAVING

WATER TEMP

(DEG. C)

AMBIENT AIR

TEMP (DEG. C) FAN QTY AIRFLOW (L/s) dBA @ 7

METERS

MOTOR

NOTES

kW (PER FAN) RPM V PH Hz

R-1 ETHYLENE

GLYCOL

2160 1560 36 73 50 11.1 4 50026 81 11.2 1200 460 3 60 1, 2, 3, 4

R-2 ETHYLENE

GLYCOL

2160 1560 36 73 50 11.1 4 50026 81 11.2 1200 460 3 60 1, 2, 3, 4

R-3 ETHYLENE

GLYCOL

2160 1560 36 73 50 11.1 4 50026 81 11.2 1200 460 3 60 1, 2, 3, 4

R-4 ETHYLENE

GLYCOL

2160 1560 36 73 50 11.1 4 50026 81 11.2 1200 460 3 60 1, 2, 3, 4

NOTES:

PROVIDE DISCONNECT.

UNIT PERFORMANCE RATED FOR 50% ETHYLENE GLYCOL/WATER MIXTURE.

PROVIDE WITH AIR SEPARATOR AND AN EXPANSION TANK SIZED AND PROVIDED BY THE MANUFACTURER. AIR SEPARATOR/EXPANSION TANK MUST MEET

THE REQUIREMENTS OF THE RECOMMENDATIONS FROM THE GENERATOR MANUFACTURER.

RADIATOR TO BE PROVIDED WITH DUAL COOLING CIRCUITS WITH INDIVIDUAL TEMPERATURE CONTROLS. ONE CIRCUIT WILL BE FOR THE ENGINE JACKET WATER AND THE OTHER FOR THE LUBE OIL COOLER/AFTER COOLER. REFER TO P&IDS, SEQUENCE OF OPERATIONS, AND THE SPECIFICATION 26 32 15 FOR

SPECIFIC INFORMATION.

FUEL STORAGE TANK SCHEDULE

UNIT

NO.

WEIGHT (kg)

EMPTY FULL

REMARKSSERVICE CONFIGURATION OVERALL

VOLUME (L)

MAXIMUM

STORAGE (L)

OUTER TANK DIMENSIONS (mm)

NOTES:

DT-1 GENERATOR DAY TANK

HORIZONTAL

RECTANGULAR 4164

SECONDARY

CONTAINMENT

VOLUME (L)

LENGTH WIDTH HEIGHT

CARBON

STEEL 1633

1.

2.

DOUBLE WALL CONSTRUCTION - HOT ROLLED STEEL PRIMARY & SECONDARY CONTAINMENT (UL 142).

3.

RUPTURE BASIN SWITCH.

4.

NFPA 30 COMPLIANT STORAGE TANK FOR JP-8 FUEL.

5.

PROVIDE WITH NFPA WARNING DECALS.

45461778 1322 18293748 1,2,3,4,5

TANK

MATERIAL

DT-2 GENERATOR DAY TANK

HORIZONTAL

RECTANGULAR 4853163345461778 1322 1829 1,2,3,4,5

DT-3 GENERATOR DAY TANK

HORIZONTAL

RECTANGULAR 163345461778 1322 1829 1,2,3,4,5

DT-4 GENERATOR DAY TANK

HORIZONTAL

RECTANGULAR 163345461778 1322 1829 1,2,3,4,5

DT-5 BOILER FUEL TANK

HORIZONTAL

RECTANGULAR 568 7611207 762 1257511.0 1,2,3,4

DT-6 BOILER FUEL TANK

HORIZONTAL

RECTANGULAR 568 7611207 762 1257511.0 1,2,3,4

DT-7 BOILER FUEL TANK

HORIZONTAL

RECTANGULAR 568 7611207 762 1257511.0 1,2,3,4

CARBON

STEEL

CARBON

STEEL

CARBON

STEEL

CARBON

STEEL

CARBON

STEEL

CARBON

STEEL

295 735

295 735

295 735

LUBE OIL STORAGE TANK SCHEDULE

UNIT

NO.

WEIGHT (kg)

EMPTY FULL

REMARKSSERVICE CONFIGURATION OVERALL

VOLUME (L)

MAXIMUM

STORAGE (L)

OUTER TANK DIMENSIONS (mm)

LOT-1 GENERATOR LUBE OIL TANK

HORIZONTAL

CYLINDRICAL

LENGTH WIDTH HEIGHT

CARBON

STEEL 1134

TANK

MATERIAL

LOT-2 GENERATOR LUBE OIL TANK

HORIZONTAL

CYLINDRICAL 1134

CARBON

STEEL

FOOT-1 OVERFLOW TANK

HORIZONTAL

CYLINDRICAL 1,2,3,4,5CARBON

STEEL

GLYCOL STORAGE TANK SCHEDULE

UNIT

NO.

WEIGHT (kg)

EMPTY FULL

REMARKSSERVICE CONFIGURATION OVERALL

VOLUME (L)

MAXIMUM

STORAGE (L)

OUTER TANK DIMENSIONS (mm)

GT-1 GENERATOR GLYCOL TANK HORIZONTAL

CYLINDRICAL

LENGTH WIDTH HEIGHT

5015CARBON

STEEL

TANK

MATERIAL

GT-2 GENERATOR GLYCOL TANK HORIZONTAL

CYLINDRICAL

CARBON

STEEL

3028 2725.4 2692 1245 1829 3482 839 3186

NOTES:

1. DOUBLE WALL CONSTRUCTION - HOT ROLLED STEEL PRIMARY & SECONDARY CONTAINMENT (UL 142).

2. TANK MANUFACTURER TO PROVIDE TANK STAND. REFER TO DRAWING M-101.

NOTES:

1. ASME BPVC SEC VIII, DIV 1, U-STAMPED.

2. TANK MANUFACTURER TO PROVIDE TANK STAND. REFER TO DRAWING M-101.

PROVIDE WITH POSITIVE DISPLACEMENT OVERFLOW PUMP RATED AT 2.02 L/SEC, 34.5 kPa TDH, 1750 RPM, 1.12 KW MOTOR. PROVIDE API 676 STANDARD PUMP. REFER TO DIVISION 33 IN SPECIFICATIONS.

4012 4012 3658 1219 1524 1,2

4012 4012 3658 50158451219 1524 1,2

1,2

1,2

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4164 3748

4164 3748

4164 3748

1.

2.

3.

4.

76 8 9 10 11

B

C

D

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H

F

G

Passageway, Bldg. 4000

R E

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E P

MASTER CONTROL PANEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

FRONT

FRONT

4 3 2 1

(ABB)

5KV SERVICE SWITCHGEAR

FRONT

N

TRUE NORTH

WIND

PLAN NORTH

0 2,500MM 10,000MM

SCALE 1:50 (MILLIMETERS)

BATTERY RM

TEMP POWER SYSTEM

I/O CABINETS

T I E

T I E

T I E

T I E

5KV SWGR - BUS C 5KV SWGR - BUS D

5KV SWGR - BUS A 5KV SWGR - BUS B

FRONT

5KV SWGR 4012A

G

TO UNIT SUB

B4012F

M A I N

P T

F D R

A

F D R

B

SPLICE

BOX 001

US Army Corps of Engineers ®

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DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349267

EP105

B L

D G

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L E

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P O

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A R

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1 : 50A1

FIRST FLOOR PLAN -

4012 ELECTRICAL ROOM

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

AND DEMOLITION NOTE.

2. REFER TO E-702 FOR FEEDER, TRANSFORMER AND BRANCH CIRCUIT

SCHEDULES.

3. CONTRACTOR MAY UTILIZE EXISTING CABLE TRAY SYSTEMS FOR THE

TEMPORARY POWER SYSTEM 5 KV POWER AND CONTROL WIRING

GENERAL NOTES:

EXISTING SLIDING DOOR FOR REAR ACCESS TO ABB 5 KV SERVICE

SWITCHGEAR.

REMOVE ALL EXISTING OUT OF SERVICE WIRING AND EQUIPMENT BETWEEN

COL 10 AND 11, INCLUDING THE NEUTRAL GROUNDING RESISTOR CABINET

AND WALL MOUNTED EQUIPMENT. REFER TO DETAIL E2 DWG E-504.

PERFORM AS-FOUND SURVEY FOR ALL PROTECTIVE RELAYS FOR THE 5 KV

CIRCUIT BREAKERS IN THE ABB SERVICE SWITCHGEAR, AND THE 5 KV

DISTRIBUTION SWITCHGEAR .

GROUND 5 KV SWITCHGEAR 4012A GROUND BUS TO COLUMN 10 WITH

120 mm2 CONDUCTOR USING EXOTHERMIC WELD.

ALL ACTIVE EXISTING 5 KV CIRCUIT BREAKERS “CLOSE” AND “TRIP”

CONTROLS NOW REMOTELY OPERATED FROM BLDG. 4016 CONTROL ROOM

SHALL BE REROUTED FROM THE 5 KV SWITCHGEAR TO THE TEMPORARY

POWER SYSTEM CONTROL BOAD VIA THE TEMP. PWR. SYSTEM I/O CABINETS.

REFER TO E-612 - TEMPORARY POWER SINGLE LINE DIAGRAM 2 AND EP107 –

TEMPORARY POWER SYSTEM.

REFER TO E-615 DETAIL C2 FOR SINGLE LINE DIAGRAM

KEY NOTES:

D E

N D

U M

/0

/2 e3enmrt3 Line e3enmrt3 Typewritten Text

EXISTING HEMP SPLICE BOX

E

SWGR B4012

BUS A

REFER TO

DWG E-612

MV23

500KVA

AA

DRY TYPE

PRI 4.16KV

SEC 480/277V

S P P

800A

SST

3P

400A 3P

600A 3P

225A 3P

70A 3P

70A 3P

PNL

R4012-1

150A

MCB

T45

XFMR

480V- 208/120V

480V, 800A, 3P, 4W, 14KAIC SWBD 4012F

UNIT SUB B4012F BOILER ROOM

50E

600A

5KV SWGR B4012A

125E

600A

F

UNIT SUB B4012D

ALT SOURCE

REFER TO

DWG E-612

MV22

MV21

4160V, 600A, 3P, 3W, 31.5KA

600AF

600AS

PNL

P 4013

1-1 400A

MCB

TBD E

600A

CONSTRUCTION

POWER

(MAX 500KVA)

SPARE

CONTROL RM

BLDG 4012

70AF

100AS

TEMPORARY POWER SYSTEM

480V AUXILIARY POWER

BLDG 4013

42Y 62Y

4 4

PNL

P4090-1

350A

MCB

RADAR BRIDGE

BY B4090

PNL

R4090-1

150A

MCB

T45

XFMR

480V- 208/120V

42Y

30A 3P

4Y

6 7

WATER

TANK

30AF

60AS

WP

400:5

400:5

50:5

T4012D

225KVA

480/277

SWITCH CLOSED

TO FEEDER 5

N.O.

BUS A (BLDG 4012) BUS B

BLDG

2000:5

US Army Corps of Engineers ®

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DISTRIBUTION OF THESE DRAWING IS SUBJECT TO THE LIMITATIONS STATED ON THE COVER SHEET.

349300

E-615

M

IS

C E

L L

A N

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S

IN

G L

E L

IN

E

D

IA

G R

A M

S

T H

U L

E A

B

G R

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A N

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A A

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A T

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A R

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SCALE NOT TO SCALEB2

BLDG 4012 PARTIAL

SINGLE LINE DIAGRAM

SCALE NOT TO SCALEB6

BLDG 4012 PARTIAL

DEMO SINGLE LINE DIAGRAM

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

AND DEMOLITION NOTE.

2. REFER TO E-702 FOR FEEDER, BRANCH CIRCUIT SCHEDULES AND LOW VOLTAGE

INDOOR DRY-TYPE TRANSFORMER SCHEDULE FOR SECONDARY FEEDER AND

GROUND CONDUCTOR SIZES.

3. THE EXISTING 5KV SWGR BUS B CIRCUIT BREAKER NO.14 SERVING SUB 4012D

FUSED PRIMARY TRANSFER SWITCH SHALL BE RE-CIRCUITED TO UNIT SUB B4012.

REFER TO DWG EP-104 AND DWG EP-105.

GENERAL NOTES:

CONTRACTOR MAY UTILIZE 5 KV SWITCH FOR CONSTRUCTION POWER FOR

BLDG. 4016. CONTRACTOR IS TO PROVIDE ALL OTHER REQUIRED EQUIPMENT

AND PROVIDE FOR THE DESIGN, ROUTING AND SECONDARY DISTRIBUTION

SYSTEM AND OPERATION OF THE CONSTRUCTION POWER.

REMOVE EXISTING 5 KV FEEDER, COORDINATE SECHDULED OUTAGE OF UNIT

SUB 4012D WITH GOVERMENT

PROVIDE A FUSED DISCONNECT SWITCH WITH SOLID NEUTRAL KIT IN NEMA 1

ENCLOSURE.

CONTRACTOR MAY PROVIDE JACKETED ARMORED CABLE IN LIEU OF WIRE

AND CONDUIT, ROUTE WHERE POSSIBLE THRU EXISTING CABLE TRAY

SYSTEM OR SUPPORT AS REQUIRED BY NEC. REFER TO ES102 FOR ROUTING

PATH.

GROUND TRANSFORMER TO LOCAL STEEL.

PROVIDE A 30 AMPERE 480 VOLT FEEDER TO WATER TANK HEATER. EXACT

LOCATION FOR FUSED DISCONNECT SWITCH SHALL BE COORDINATED IN

FIELD.

ROUTE THE 480 VOLT ARMORED FEEDER CABLE ON EXISTING CABLE TRAY

SYSTEM IN BUILDING 4012 AND ON GRADE OUTSIDE BUILDING. ROUTE UNDER

ACCESS ROAD THRU A COLVERT.

KEY NOTES:

A

D D

E N

D U

M

/0

/2