am_1.pdf

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Attached to: TEMF Vehicle Maintenance Shop
Solicitation number: W9126G-18-R-1986
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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VOLUME 1 FH 88380 CIVIL, SITE, EXT ELECTRICAL RTA COMPILATION.pdf	PDF	Aug 27, 2018

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for FY18 TEMF Vehicle Maintenance Shop, Fort Hood, Texas is amended as follows.

See SF30 Continuation Sheet(s)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912618R1986

X 9B. DATED (SEE ITEM 11)

27-Aug-2018

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Sep-2018

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G18R1986

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The drawings and specifications have been amended to improve the biddability and constructability of the project. CHANGES TO SOLICITATION W9126G18R1986

CHANGES TO THE DRAWINGS

1. Replacement Drawings - Replace the drawings listed below noted W9126G-18-R-1986, AMENDMENT 0001, with the attached new drawings(s) of the same number.

IM-201 MAINT. BAY ELEVATIONS

IM-202 MAINT. COOR. WEST ELEVATIONS

IM-203 MAINT. COOR. EAST ELEVATIONS

IM-601 MECHANICAL SCHEDULES

IMH101 FIRST FLOOR HVAC PLAN – A

IMH102 FIRST FLOOR HVAC PLAN – B

IMH103 FIRST FLOOR HVAC PLAN – C

IMH104 SECOND FLOOR HVAC PLAN – B

IMH402 ENLARGED SECOND FLOOR DUCT CHASE PLAN

IP-505 PLUMBING DETAILS

C-503 PAVING DETAIL III

CP-103 PAVING PLAN III

CHANGES TO THE SPECIFICATIONS

2. Deleted Sections - The following section noted below is deleted in its entirety.

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

3. New Sections - The following section noted W9126G-18-R-1986, AMENDMENT 0001, is provided as a new section.

23 11 13 FACILITY POL SYSTEM AND PIPING

4. Replacement Sections - The following sections noted W9126G18R1986, AMENDMENT 0001, are replaced as noted below.

00 22 11 DESIGN BID BUILD SELECTION PROCEDURES (Replaced in its Entirety) 00 73 46 WAGE DETERMINATION SCHEDULE (Wage Decision TX 180279 Replaced)

End of Summary of Changes

8ø EA

IRH-12

30x30 EA x1

L-12 L-12L-2

VEF-20 VEF-19

E3 1075

2" HHWR

2" HHWS

8ø EA x1

32x34 EA

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

T, C

O R

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1M-201

N T . B

A Y E

. W

S, P

NTS1

MAINT. BAY DOOR SECTION

VIEW

N G

P a aa a a

W9126G-18-R-1986, AMENDMENT 0001

12x10 OA 12x14 OA 14x18 OA 16x18 OA 18x20 OA

O3 525O3 525O3 525O3 525O3 525

IRH-16

2" HHWS

2" HHWR

1/2" CWS

1/2" CWR

3" HHWS

3" HHWR

1" CWR 1" CWS

2" HHWS

2" HHWR

14ø SA 8ø OA

10ø SA

8ø SA

8ø SA 8ø RA

12ø RA

S1 205 O1 225 S1 200 R1 200 R1 200 R1 215 E1 350 E1 350

10ø EA

12ø EA

20x20 RA

16x20 SA20x22 SA

20x22 SA

16ø EA

DSS-4

8ø RA

14ø SA

26x26 RA

20x12 OA

3/4" HHWR

3/4" HHWS

10ø OA 12ø OA 14ø OA

8ø SA 10ø SA

12ø RA

8ø RA

12ø SA

8ø RA

8ø RA 6ø SA 6ø OA

8ø RA

6ø OA

8ø OA

6ø SA 8ø SA

8ø OA

12ø OA

14ø SA 8ø SA

16x22 EA 16x18 EA 16x12 EA

14ø EA

12ø EA

18ø EA

14ø EA

12ø OA

14ø EA

18ø EA

12ø OA

16x12 EA

10ø EA

16x12 EA

10ø EA

16x12 EA

E3 1050 E3 1050 E3 1050

2" HHWR

2" HHWS

1/2" CWR

1/2" CWS2 1/2" HHWR

2 1/2" HHWS

1/2" HHWR

1/2" HHWS

S1 255

O1 290

R1 250 S1 250 R1 215 R1 100 S1 100 R1 200 S1 205 O1 200 S1 200

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1M-202

M A I

. C

O O

. W

S, P

NTS1

MAINT. NORTH WEST COOR.

SECTION VIEW

NTS2

MAINT. SOUTH WEST COOR.

SECTION VIEW

G R

P a a a a

IRH-17 IRH-18

O3 525 O3 525 O3 525 O3 525 O3 525 O3 525

VEF-29

28x28 EA26ø EA

12x8 OA 14x12 OA18x14 OA18x16 OA20x24 OA18x24 OA18x22 OA

20x20 RA 14ø EA 22x20 SA18x16 OA

1" CWR3" HHWR3" HHWS

28x22 EA

1" CWS

24x30 OA

10ø EA 10ø EA

6x8 EA 16x12 EA16x12 EA

VAV-S-3

22x20 SA

12ø SA18ø SA 18ø SA

22x24 EA 20x24 EA22x28 EA

22x28 EA

24ø EA8ø EA

1/2" HHWS

1/2" HHWR 3/4" HHWS

3/4" HHWR 1" HHWS

1" HHWR

20x20 RA

22ø EA 14ø EA

12ø OA

18x16 OA 14ø EA

1/2" HHWR 1/2" HHWS

E3 1050 E3 1050

6x8 EA 14ø EA 8ø EA 18ø EA 26ø EA

E3 100E3 100 6x6 EA 6x6 EA

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1M-203

M A I

. C

O O

. W

S, P

MAINT. NORTH EAST COOR. SECTION VIEW1

MAINT. SOUTH EAST COOR. SECTION VIEW2

G R

P a a a a a a a a a a a a a a a a a aa a a

AIR HANDLING UNIT SCHEDULE

UNIT TAG SUPPLY FAN CHW COIL FILTER

PRE/FINAL

(MERV)

MAX.

OPERATING

WEIGHT (LBS)

REMARKS

TYPE CFM E.S.P

(IN WG)

HP V/PH/Hz ENTERING AIR

DB/WB (DEG. F)

LEAVING AIR

DB/WB (DEG. F)

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

FLOW RATE

(GPM)

ENT / LVG

WATER TEMP.

(DEG. F)

PRESSURE

DROP (FT WTR)

MAX COIL FACE

VELOCITY (FPM)

AHU-1 AF 9,775 2.5 15 460 / 3 / 60 79 / 67.3 60/58 324 220 53 44 / 56.2 8 450 8/13 3043.00 ALL

REMARKS:

1. PROVIDE UNIT WITH DISCONNECT AND VARIABLE FREQUENCY DRIVE.

2. UNIT SHALL BE SIZED TO DELIVER SCHEDULED CAPACITIES AT AN ELEVATION OF 924 FEET ABOVE SEA LEVEL.

3. UNIT TO INCLUDE A COMBINATION FILTER BOX WITH 2" MERV 7 PRE-FILTER AND 4" MERV 13 FINAL FILTER.

4. UNIT TO INCLUDE MIXING BOX WITH BACK AND TOP OPENINGS AND PARALLEL BLADE DAMPERS.

5. UNIT DAMPERS SHALL BE LOW LEAKAGE AND MEET THE REQUIREMENTS OF SPECIFICATION 23 00 00 FOR OUTSIDE AIR AND EXHAUST AIR.

7. UNIT TO INCLUDE SUPPLY FAN MODULE WITH TOP BACK DISCHARGE.

8. UNIT TO INCLUDE LONWORKS CONTROL MODULE.

9. PROVIDE SMOKE DETECTORS AS SHOWN ON CONTROLS SHEET MI301.

10. DIVERSITY HAS BEEN APPLIED: ROOM CHECKSUM 11405 CFM WHILE SYSTEM CHECKSUM 8352 CFM. WHEN TAB GIVE LESS CRITICAL AREAS 50% OF AIR FLOW SUCH AS CORRIDORS.

AIR SEPARATOR SCHEDULE

UNIT

TAG

SERVICE MAXIMUM FLOWRATE

(GPM)

MAX P.D.

(FT. WTR)

INLET SIZE

(IN.)

STRAINER MAX.

WORKING

PRESSURE

(PSIG)

REMARKS

INCLUDED

(Y / N)

PRESSURE

DROP (FT. WG)

AS-1 CHILLED WATER 1,2

AS-2 HEATING HOT

WATER

1,2

REMARKS:

1. TANGENTIAL ENTRY CENTRIFUGAL FLOW

2. PRESSURE RELIEF VALVE SHALL BE SET 10 PSI ABOVE THE SYSTEM OPERATING PRESSURE OR 10 PSI BELOW THE MANUFACTURER'S RECOMMENDED

MAXIMUM PRESSURE FOR ALL EQUIPMENT ON THE SYSTEM.

BOILER SCHEDULE

UNIT TAG TYPE MINIMUM

OUTPUT

CAPACITY (MBH)

MIN. EFFICIENCY

FLOW

RATE

(GPM)

MIN

FLOW

RATE (GPM)

MAXIMUM PRESSURE

DROP (FT WTR)

E.A.T

(DEG. F)

L.W.T

(DEG. F)

GAS

INPUT

(MBH)

FLUE / INTAKE

SIZE (IN)

ELECTRICAL MAX. OPERATING

WEIGHT (LBS)

REMARKS

AMPS V/PH/HZ

B-1 CONDENSING 960 96.2 77.5 18 2.1 110 140 1,000 6 / 6 6 120/1/60 1,838 ALL

B-2 CONDENSING 960 96.2 77.5 18 2.1 110 140 1,000 6 / 6 6 120/1/60 1,838 ALL

REMARKS:

1. BOILER CAPACITY SHALL BE BASED ON 30 DEG. DELTA T.

2. BOILER SHALL BE CONDENSING TYPE, WITH CAST IRON, OR STAINLESS STEEL HEAT EXCHANGER, ALUMINUM HEAT EXCHANGER WILL NOT BE ALLOWED.

3. UNIT SHALL BE SIZED TO DELIVER SCHEDULED CAPACITIES AT AN ELEVATION OF 924 FEET ABOVE SEA LEVEL.

4. MANUFACTURES' CONTROLLER TO BE SUPPLIED WITH BOILER.

5. COMBUSTION AND EXHAUST AIR TO BE DIRECT VENTED PER MANUFACTURES' GUIDELINES.

6. PROVIDE PRESSURE REGULATOR AT DEVICE AS REQUIRED TO SUPPLY GAS AT MANUFACTURERS RECOMMENDED PRESSURE FOR DEVICE. VENT REGULATOR TO OUTSIDE OF BUILDING.

7. UNIT TO INCLUDE LONWORKS CONTROL MODULE.

8. FLOW RATE MAY VARY BASED ON CONTRACTORS EQUIPMENT SELECTION, FLOW RATE SHOWN IS FOR THE MINIMUM OUTPUT CAPACITY.

BUFFER TANK SCHEDULE

UNIT

TAG

SERVICE MIN. VOLUME

(GAL)

MIN. INSULATION

(IN.)

TANK CONNECTIONS FLOW RATE

(GPM)

OPERATING

TEMP. (DEG. F)

TANK

ARRANGMENT

REMARKS

BT-1

HEATING HOT

WATER

BT-2

CHILLED

WATER

VERTICAL

REMARKS:

1. REFER TO HVAC SCHEMATICS AND SPECIFICATIONS FOR TANK ACCESSORIES.

2. B.O.D. AMTROL CWBT120-4

3. B.O.D. AMTROL HWBT120-4/4

1,2

1,3

CHILLER SCHEDULE

UNIT

TAG

TYPE REFRIGERANT CAPACITY

(TONS)

EVAPORATOR CONDENSER COMPRESSOR MIN. EER FULL

LOAD / IPLV

EER

ELECTRICAL MAX.

OPERATING

WEIGHT (LBS)

REMARKS

CHILLED WATER FLOW

(GPM)

MINIMUM CHILLED

WATER FLOW (GPM)

ENT / LVG WTR

TEMP. (DEG. F)

MAX. EVAP. P.D

(FT. WTR)

EVAP. FOULING

FACTOR

AMBIENT TEMP.

(DEG. F)

FAN

MOTOR

LRA

(EACH)

FLA

(EACH)

QUANTITY RLA MCA MOP

CH-1 SCROLL R410A 32.2 55 49 58/ 44 6.5 0.0001 105 2 18 3.6 2 26.9 / 30.8 9.19 / 15.81 73 90 2072 1,2,3,4,5

REMARKS:

1. CHILLED WATER SYSTEM DOES NOT USE GLYCOL.

2. UNIT SHALL HAVE MINIMUM (2) REFRIGERANT CIRCUITS AND (2) COMPRESSORS.

3. FLOW RATE SHOWN IS THE CONNECTED LOAD THE ACTUAL FLOW RATE SHALL BE DETERMINED BY THE CONTRACTOR BASED ON THE CHILLER SELECTED.

4. PROVIDE HIGH AND LOW AMBIENT CONTROLS, SECURITY GRILLS, HAIL GUARD, SOUND REDUCTION PACKAGE, FAN VFD CONTROLS, PHASE VOLTAGE MONITOR, HOT GAS BYPASS, AND

LONWORKS CARD WITH CHILLER.

5. MINIMUM FLOWRATE FOR CHILLER MAY BE ADJUSTED FOR CONTRACTORS SELECTED EQUIPMENT.

V/PH/HZ

460/3/60

DIFFUSER SCHEDULE

UNIT TAG DESCRIPTION BASIS OF DESIGN NECK SIZE (IN.) MAX NC MOUNTING MATERIAL REMARKS

SUPPLY DIFFUSER 6 25 CEILING ALUMINUM 1

SUPPLY DIFFUSER 8 25 ALUMINUM

SUPPLY DIFFUSER 10 25 ALUMINUM

EXHAUST REGISTER 35 CEILING ALUMINUM

E1 EXHAUST REGISTER 35 ALUMINUM

R1 RETURN GRILLE

RETURN GRILLE

REMARKS:

1. ALL DIFFUSERS ARE 4 WAY THROW UNLESS NOTED OTHERWISE ON HVAC PLAN.

SUPPLY DIFFUSER 25 ALUMINUM

OUTDOOR AIR DIFFUSER 6 25 ALUMINUM

8 25 ALUMINUM

10 25 ALUMINUM

25 1

DUCT

RETURN GRILLE

CEILING

EXHAUST REGISTER 35 ALUMINUM

E2 EXHAUST REGISTER 10X10 35 CEILING ALUMINUM

EXHAUST REGISTER 35 WALL ALUMINUM

E3 EXHAUST REGISTER 35 WALL ALUMINUM

CEILING

EXHAUST REGISTER 18X14 35 WALL ALUMINUM

16X14

6X6

RETURN GRILLE 6 CEILING ALUMINUM

8 ALUMINUM

10 ALUMINUM

CEILING

RETURN GRILLE

10X6

12X4

12X6

10X6

12X4

14X8

DUCT

36X12

18X4

10X3

OUTDOOR AIR DIFFUSER

TITUS S300FS

TITUS S300FL

ALUMINUM

TITUS S8F

TITUS OMNI-AA

TITUS PAR-AA

TITUS 33RS

DEDICATED OUTSIDE AIR UNIT SCHEDULE

UNIT TAG SERVICE SUPPLY FAN EXHAUST FAN REACTIVATION

FAN

SUMMER WINTER DX COOLING COIL HEATING COILS ENTHALPY WHEEL DESSICANT WHEEL FILTER

ELECTRICAL

MAX. OPERATING

WEIGHT (LBS)

REMARKS

MAX OA

(CFM)

E.S.P

(IN

WG)

BHP HP EA (CFM) E.S.P

(IN

WG)

BHP HP HP E.A.T

(DB/WB)

L.A.T

(DB/WB)

E.A.T

(DB)

L.A.T

(DB)

TOTAL

CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

COIL DEWPOINT

TEMP. (DEG. F)

MAX COIL

FACE

VELOCITY

(FPM)

REFRIG. TYPE CAPACITY

(MBH)

GPM EWT / LWT SUMMER

E.A.T

(DB / WB)

SUMMER

L.A.T

(DB/WB)

WINTER

E.A.T

WINTER

L.A.T

SUMMER

ENTERING

GR / LB

SUMMER

LEAVING

GR / LB

WINTER

ENTERING

GR / LB

WINTER

LEAVING

GR / LB

PRE-FILTER /

FINAL FILTER

(MERV)

V/PH/Hz FLA MCA MOP

DOAS-1 ADMINISTRATION 5715 2 5.6 7.5 2700 1.5 1.9 5 7.5 84/80.8 75/59.6 22 95 338 142 49 450 R-410A 329.3 22 140 / 110 84 / 80.8 80 / 73.5 22 42 70 53.7 42 42 5 / 8

480/3/60 74.3 80.1 100 11,000 ALL

REMARKS:

1. PROVIDE UNIT WITH DISCONNECT, SINGLE POINT OF ELECTRICAL CONNECTION, AND VARIABLE FREQUENCY DRIVE FANS.

2. UNIT SHALL BE SIZED TO DELIVER SCHEDULED CAPACITIES AT AN ELEVATION OF 1086 FEET ABOVE SEA LEVEL.

3 UNIT DAMPERS SHALL BE LOW LEAKAGE AND MEET THE REQUIREMENTS OF SPECIFICATION 23 00 00 FOR OUTSIDE AIR AND EXHAUST AIR.

4. UNIT TO INCLUDE LONWORKS CONTROL MODULE.

5. PROVIDE SMOKE DETECTORS AS SHOWN ON CONTROLS SHEET MI301.

6. PROVIDE UNIT THAT UTILIZES HOT GAS REHEAT TO WARM AIR AFTER COOLING COIL TO SPACE NEUTRAL TEMPERATURE (70 DEG. F). OTHERWISE

STATE L.A.T FROM COOLING COIL.

DEDICATED OUTSIDE AIR UNIT SCHEDULE

MIN OA

(CFM)

PRESSURE

DROP

(FT WTR)

5.1

HEAT PUMP SCHEDULE

MARK SERVICE UNIT TYPE REFRIGERANT TOTAL

AIRFLOW

(CFM)

TOTAL CLG.

CAP.

(MBH)

TOTAL HTG.

CAP.

(MBH)

ELECTRICAL

REMARKSCONDENSER

AIR TEMP

MIN SEER VOLTS/

PHASE/

HERTZ

MCA

DSS-1 ARMS VAULT WALL MOUNT R-410A 330 9.0 9.0 105 16 208/1/60 10 ALL

DSS-2 COMSEC VAULT WALL MOUNT R-410A 330 9.0 9.0 105 16 208/1/60 10 ALL

DSS-3 COMM ROOM 1 WALL MOUNT R-410A 340 12.0 12.0 105 16 208/1/60 10 ALL

DSS-4 COMM ROOM 2 WALL MOUNT R-410A 340 12.0 12.0 105 16 208/1/60 10 ALL

DSS-5 ELECTRICAL WALL MOUNT R-410A 330 9.0 9.0 105 16 208/1/60 10 ALL

REMARKS

1. UNIT SHALL BE SIZED TO DELIVER SCHEDULED CAPACITIES AT AN ELEVATION OF 924 FEET ABOVE SEA LEVEL.

2. PROVIDE WITH UNIT MOUNTED THERMOSTAT.

3. PROVIDE WITH LONWORKS GATEWAY.

4. PROVIDE WITH WALL MOUNTED THERMOSTAT.

5. PROVIDE COOLING ONLY UNIT

6. PROVIDE UNIT WITH CONDENSATE PUMP AND ROUTE CONDENSATE ABOVE CEILING TO MECHANICAL ROOM FLOOR DRAIN, JANITOR'S CLOSET MOP SINK, OR OUTDOORS TO SPLASH BLOCK.

7. INDOOR AND OUTDOOR UNITS SHARE POWER REQUIREMENTS

DSS-6 ELEVATOR ROOM WALL MOUNT R-410A 340 12.0 12.0 105 16 208/1/60 10 ALL

FAN COIL SCHEDULE

MARK

SERVICE FAN SECTION COOLING COIL HEATING COIL ELECTRICAL MAX.

OPERATING

WEIGHT (LBS)

NOTES

SUPPLY AIR

(CFM)

ESP

(IN. WG)

HP TOTAL

CAP.

(MBH)

SENS.

CAP.

(MBH)

E.A.T

(DEG. F)

L.A.T

(DEG. F)

E.W.T

(DEG. F)

L.W.T

(DEG. F)

GPM PRESSURE

DROP

(FT WTR)

CAP.

(MBH)

E.A.T

(DEG. F)

L.A.T

(DEG. F)

E.W.T

(DEG. F)

L.W.T

(DEG. F)

GPM PRESSURE

DROP

(FT WTR)

V/PH/HZ FLA MCA

FCU-1 STAIRWELL

NORTH

140 0.5 1 / 20 4.6 3.5 80 / 67 57.4 / 56.9 44 58 0.7 0.2 3.4 70 91.9 140 110 0.2 0.2 115 / 60 / 1 1.2 1.5 85

FCU-2 STAIRWELL

SOUTH

140 0.5 1 / 20 4.6 3.5 80 / 67 57.4 / 56.9 44 58 0.7 0.2 3.4 70 91.3 140 110 0.2 0.2 115 / 60 / 1 1.2 1.5 85

FCU-3 1ST FLOOR

RESTROOMS

1005 1.0 0.75 30 23.2 80 / 67 58 / 57.5 44 58 4.3 2.4 17 70 86.1 140 110 1.1 0.5 115 / 60 / 1 8.8 11 410

NOTES:

1. UNIT SHALL BE SIZED TO DELIVER SCHEDULED CAPACITIES AT AN ELEVATION OF 924 FEET ABOVE SEA LEVEL.

INFRARED HEATING SCHEDULE

UNIT TAG SERVICE TYPE INPUT

CAPACITY

(MBH)

OUTPUT

CAPACITY

(MBH)

FUEL MOUNTING

HEIGHT (FT)

FLUE

SIZE

(IN)

V/PH/HZ MAX.

OPERATING

WEIGHT (LBS)

REMARKS

SYSTEM

CONFIGURATION

BURNER TYPE LENGTH

(FT)

IRH-1 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-2 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-3 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-4 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-5 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-6 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-7 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-8 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-9 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE NAT. GAS 30 14 3 120/1/60 ALL

IRH-10 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE NAT. GAS 30 14 3 120/1/60 ALL

NOTES:

1. DIRECT SPARK IGNITION, MODULATING BURNER AND CONTROLS

100 90

IRH-11 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-12 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-13 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-14 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-15 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-16 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-17 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE 100 90 NAT. GAS 30 14 3 120/1/60 ALL

IRH-18 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE NAT. GAS 30 14 3 120/1/60 ALL

IRH-19 VEHC MAINT BAY LOW INTENSITY STRAIGHT TUBE SINGLE BURNER, NEGATIVE PRESSURE NAT. GAS 30 14 3 120/1/60 ALL

100 90

PUMP SCHEDULE

MARK SERVICE TYPE MOUNT FLOW RATE

(GPM)

HEAD

(FT WTR)

ELECTRICAL MAX.

OPERATING

WEIGHT

(LBS)

REMARKS

HP RPM MOTOR

VOLT/PH/HZ

CP-1 CHILLER CNTR BASE 55 38 1 1800 460/3/60 1,2

CP-2 CHILLER CNTR BASE 55 38 1 1800 460/3/60 1,2

CWP-1 BUILDING CNTR BASE 45 54 2 3600 460/3/60 1,2

CWP-2 BUILDING CNTR BASE 45 54 2 3600 460/3/60 1,2

BP-1 BOILER CNTR INLINE 77.5 26 3/4 1800 460/3/60 1

BP-2 BOILER CNTR INLINE 77.5 26 3/4 1800 460/3/60 1

HWP-1 BUILDING CNTR BASE 110 50 3 3600 460/3/60 1,2

HWP-2 BUILDING CNTR BASE 110 50 3 3600 460/3/60 1,2

REMARKS:

1. PUMPS SHALL BE EQUIPPED WITH VARIABLE FREQUENCY DRIVES

2. PUMPS COUPLINGS SHALL BE EQUIPPED WITH OSHA APPROVED GUARD.

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1M-601

H A

C A L

S K

. W

S, P

.E aa a

S C

P a

1M-201

40x40 EA

40x40 OA

62x36 EA

40x40 OA

40x36 EA

40ø OA

40x40 OA

40x36 EA

38ø OA 36ø OA 34ø OA 30ø OA 28ø OA 24ø OA

O3 1075

O3 1075O3 1075

O3 1075

34ø OA

36x34 EA 34x32 EA 30x30 EA 30x28 EA 26x24 EA 26x20 EA

IRH-9IRH-10IRH-11IRH-12IRH-13IRH-14

IRH-15

IRH-1 IRH-2

34x32 EA36x34 EA

IRH-3

30x30 EA

IRH-4

30x28 EA

IRH-5

26x24 EA 26x20 EA

IRH-6

40ø OA 38ø OA 36ø OA 34ø OA 30ø OA 28ø OA 24ø OA

O3 1075

O3 1075O3 1075

O3 1075

O3 1075O3 1075

O3 1075

MAU-1

MAU-2

VEF-15

VEF-16 VEF-17

8ø EA 8ø EA

20x16 EA20x16 EA

16x20 EA

20x16 EA

8ø EA8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA

20x16 EA20x16 EA

16x20 EA8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA 8ø EA

20x16 EA20x16 EA20x16 EA20x16 EA20x16 EA

VEF-1

VEF-2 VEF-3 VEF-4 VEF-5 VEF-6 VEF-7 VEF-8 VEF-9 VEF-10 VEF-11

VEF-18 VEF-19 VEF-20 VEF-21 VEF-22 VEF-23 VEF-24 VEF-25

L-12 L-2 L-12 L-12 L-2 L-12 L-12 L-2 L-12 L-12 L-2 L-12 L-12 L-2 L-12 L-12

72x34 OA

WEF-1

62x36 EA

MAINTENANCE

AREA

22945.05 SF

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1MH101

F I

O O

A C P

L A N

- A K

. W

S, P

PLAN

NORTH

04 8 16268

A B C

KEYPLAN

1/8" = 1'-0"1 FIRST FLOOR HVAC PLAN-A

a a a a

, G R

L, A N

D D

U C

N G

Tectonic Cop yright 2007

1M-202

DSS-3

DSS-4

DSS-5

DSS-3

FCU-1

DSS-6

FCU-2

FCU-3

VAV-O-8

VAV-S-1

VAV-S-2

VAV-O-1

IRH-17IRH-16

10x12 OA 14x12 OA

18x14 OA 18x16 OA 20x18 OA

22x18 OA

O3 525O3 525O3 525O3 525O3 525 O3 525

R3 175

S3 125

O3 120

S3 125

R3 175

S3 125

12ø SA

10ø RA

6ø OA 7ø OA ø

R A

8ø S

6ø O

8ø S

A ø

R A

8ø S

A ø

12ø RA

26x26 RA 20x20 OA

28x28 SA 16ø EA

E1 100 E1 100

8ø EA

30x28 SA

16ø EA

6ø OA

S3 150

R3 150

8ø R

A ø R

8ø S

A ø

12ø SA

10ø SAS3 150

O3 105

IRH-5 IRH-6 IRH-7

IRH-10 IRH-9 IRH-8

VEF-10 VEF-11 VEF-12 VEF-13 VEF-14

VEF-24 VEF-25 VEF-26 VEF-27 VEF-28

8ø EA 8ø EA 8ø EA 8ø EA 8ø EA

L-2 L-12 L-12 L-12 L-12 L-12L-2L-2

L-2 L-12 L-12 L-2 L-12 L-12 L-2 L-12

12x16 EA 18x16 EA 22x16 EA 12ø OA 24x20 EA12ø OA

22ø EA18ø EA14ø EA

E3 1050

1M-202

E3 1050 E3 1050 E3 1050

18ø RA8ø RA

8ø SA 12ø SA 14ø SA

10ø OA 14ø OA12ø OA

18ø RA

12ø OA

6ø EA

8ø RA 12ø RA14ø RA14ø SA

8ø SA

8ø EA

8ø O

A ø

10ø OA 12ø SA

12ø SA 10ø OA

8ø SA

8ø OA

8ø SA 8ø EA

8ø EA ø

O A

8ø OA ø

R A ø

R A

8ø O

6ø E

6ø EA

O1 250

S1 300

O1 250

S1 200 S1 300

E1 200

E1 100

R1 400

S1 155

O1 100

O1 225 O1 225

R1 400S1 400

R1 400

S1 400

O1 225

MAINTENANCE

AREA

22945.05 SF

TOOL ROOM

1397.89 SF

ELECTRICAL

274.60 SF

COMM

262.88 SF

STAIRS

271.22 SF

LOBBY

361.31 SF

ELEV.

80.32 SF

MACHINE ROOM

158.45 SF

CONSOLIDATED

BENCH REPAIR

3777.75 SF

NON-SENSITIVE

SECURE

STORAGE

295.56 SFMEN

979.30 SF

WOMEN

343.71 SF

CENTRAL

VEHICLE

CORRIDOR/

MAINTENANCE

AREA

7514.83 SF

CORR.

238.17 SF

STAIRS

230.35 SF COMBAT SPARES

1205.85 SF

S1 205 O1 100

E1 100

R1 400 R1 400 R1 205

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1MH102

F I

O O

A C P

L A N

- B K

. W

S, P

A B C

KEYPLAN04 8 16268

PLAN

NORTH

1/8" = 1'-0"1 FIRST FLOOR HVAC PLAN-B

KEYED NOTES

FIRE DAMPERS REFER TO FIRE PROTECTION DETAIL.

2 DSS-3 AND DSS-4 ARE STACKED UNITS

3 RUN REFRIGERANT LINES PER MANUFACTURE

RECOMMENDATIONS.

4 RUN CONDENSATE LINES PER MANUFACTURE

RECOMMENDATION AND PER CODE.

GENERAL NOTES

ALL RETURN GRILLES SHALL BE EQUIPPED WITH SOUND

BOOTS.

ALL BRANCH DUCT FROM THE MAIN TO VAV BOXES SHALL

BE STATIC PRESSURE CLASS 3, AND ALL DUCTS FROM

THE VAV BOX OUTLETS SHALL BE STATIC PRESSURE

CLASS 2.

PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTS

FROM MAINS ON VAV OUTLETS UNLESS STATED

OTHERWISE.

INSULATE ALL SUPPLY, OUTSIDE AIR, AND RETURN DUCT.

FOR BUILDING PRESSURIZATION CONTROLS, SEE HVAC

CONTROLS.

LIMIT FLEX DUCT TO 60".

ALL MANUAL DAMPERS SHALL BE OPERABLE FROM

BELOW.

ALL SQUARE BRANCHES IN ACCORDANCE WITH DETAIL #2

ON SHEET 1M-506 UNLESS OTHERWISE NOTED.

REFER TO VAV BOX SCHEDULE FOR VAV BOXES INLET

SIZES.

LOCATE THE EMERGENCY STOP SWITCH IN COMMON

AREA AVAILABLE TO ALL OCCUPANTS. REFER TO 1M-508

FOR ADDITIONAL INFORMATION ABOUT SWITCH.

ALL RETURN AIR DUCT SHALL BE PRESSURE CLASS 1.0.

SEE 1MH104 FOR CONTINUATION OF DUCT RUNS FOR

MAU-1 AND MAU-2.

10.

11.

14.

5 VEF-29 VEHICLE EXHAUST CONNECTION DROP

5 5 5 a a a a

, G R

L, A N

D D

U C

N G

Tectonic Cop yright 2007

1M-203

20x20 RA 14ø EA 18x16 OA 22x20 SA

IRH-17 IRH-18

22x18 OA

24x20 OA 24x30 OA 16x18 OA

12x14 OA 8x12 OA

28x28 EA26ø EA

14ø EA

8x6 EA

EF-1

EF-2

10ø EA

8x6 EA8ø EA28x22 EA

26ø EA 18ø EA22ø EA22ø EA

22ø EA

14ø EA

12ø OA 24x20 EA

8ø EA

24ø EA

18ø SAVAV-S-3

O3 525O3 525O3 525 O3 525O3 525O3 525O3 525

S3 150

R3 150

S3 150

R3 150O3 105

S3 150

VAV-O-2

16ø EA

30x28 SA 20x20 OA 28x28 RA10 ø R

A 8ø

R A

8ø S

12ø SA 10ø SA

6ø OA 7ø OA

8ø SA

S1 400

O1 225

R1 400 S1 400 R1 400

S1 400

O1 225

R1 400

S1 400

O1 225

S1 400 R1 400

O1 225

S1 400 R1 400

S1 400

R1 400

R1 40010ø RA

18ø SA16ø SA14ø SA

18ø RA 18ø RA 18ø RA

14ø SA14ø SA

10ø SA

10ø SA 10ø SA

8ø OA

O1 100

E1 100

DSS-1

DSS-2

DSS-1

UH-3

R A8ø

O A

8ø O

A ø

R A ø

8ø O

A ø

R A ø

R A

12ø OA 14ø OA 16ø OA

VAV-O-3

VAV-S-4

R A

10ø SA

10ø SA10ø RA

10ø RA 10ø SA

MOP-1

TRP-1

GRP-1

GOP-1

AFP-1

WAT-1

WOT-1

OST-1

L-4

L-5

L-1

L-6L-6

VEF-29

IRH-19

6ø EA

6ø O

COMSEC VAULT

297.65 SF

ARMS VAULT

293.56 SF

FLUID DIST.

361.55 SF

MECHANICAL

ROOM

3300.10 SF

CONSOLIDATED

BENCH REPAIR

3777.75 SF

CENTRAL

VEHICLE

CORRIDOR/

MAINTENANCE

AREA

7514.83 SF

COMBAT SPARES

1205.85 SF

1MH401

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1MH103

F I

O O

A C P

L A N

- C K

. W

S, P

PLAN

NORTH

A B C

KEYPLAN

04 8 16268

KEYED NOTES

FIRE DAMPERS REFER TO FIRE PROTECTION DETAIL.

RUN REFRIGERANT LINES PER MANUFACTURE

RECOMMENDATIONS.

RUN CONDENSATE LINES PER MANUFACTURE

RECOMMENDATION AND PER CODE.

GENERAL NOTES

ALL RETURN GRILLES SHALL BE EQUIPPED WITH SOUND

BOOTS.

ALL BRANCH DUCT FROM THE MAIN TO VAV BOXES SHALL

BE STATIC PRESSURE CLASS 3, AND ALL DUCTS FROM

THE VAV BOX OUTLETS SHALL BE STATIC PRESSURE

CLASS 2.

PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTS

FROM MAINS ON VAV OUTLETS UNLESS STATED

OTHERWISE.

INSULATE ALL SUPPLY, OUTSIDE AIR, AND RETURN DUCT.

FOR BUILDING PRESSURIZATION CONTROLS, SEE HVAC

CONTROLS.

LIMIT FLEX DUCT TO 60".

ALL MANUAL DAMPERS SHALL BE OPERABLE FROM

BELOW.

ALL SQUARE BRANCHES IN ACCORDANCE WITH DETAIL #2

ON SHEET 1M506 UNLESS OTHERWISE NOTED.

REFER TO VAV BOX SCHEDULE FOR VAV BOXES INLET

SIZES.

LOCATE THE EMERGENCY STOP SWITCH IN COMMON

AREA AVAILABLE TO ALL OCCUPANTS. REFER TO 1M-508

FOR ADDITIONAL INFORMATION ABOUT SWITCH.

ALL RETURN AIR DUCT SHALL BE PRESSURE CLASS 1.0.

SEE 1M401 FOR ENLARGED MECHANICAL PLAN

10.

11.

14.

VEF-29 VEHICLE EXHAUST CONNECTION DROP

1/8" = 1'-0"1 FIRST FLOOR HVAC PLAN-C

SECURITY BARS IN DUCT WORK IN ACCORDANCE TO

AR 190-11

RELIEF AIR DUCT

a a a a

, G R

L, A N

D D

U C

N G

26x20 EA 20x16 EA26x24 EA

28ø OA 24ø OA 20ø OA

20ø OA24ø OA28ø OA

26x24 EA 26x20 EA 20x16 EA

20x16 EA 20x16 EA 20x16 EA

20x16 EA 20x16 EA20x16 EA

O3 1075

O3 1075 O3 1075

O3 1075

O3 1075 O3 1075

O3 1075

20x20 SA

12ø SA

14ø SA

8ø SA

22x20 SA 20x16 SA 14x12 SA

10ø RA

10ø RA 8ø RA

14ø OA14x12 OA

12ø SA 8ø SA

20x20 RA

14ø SA

10ø SA

12ø RA

8ø RA

8ø SA

12ø OA 10ø OA14ø OA

8ø SA

8ø RA

10ø EA12ø EA

8ø RA

6ø SA

8ø RA

6ø SA

12ø OA

10ø SA 8ø SA

8ø SA

8ø RA

8ø SA

18x14 RA12ø RA10ø RA

S1 200

S1 205

R1 215

S1 200

S1 200 S1 205 S1 200 R1 200

S1 200O1 200

R1 200

O1 200 S1 205 R1 200

O1 100

S1 100

O1 100

S1 100

R1 200 R1 200R1 200R1 200

O1 225 S1 200

S1 200S1 200

R1 200

R1 200S1 200

S1 200

S1 215

R1 215

S1 215

R1 215

S1 215R1 215

R1 215 S1 215

E1 250

E1 100

S1 250 R1 250 S1 255

O1 300O1 290O1 300

S1 250 R1 250 S1 255

R1 255

E1 350

S1 235 S1 235 S1 235

S1 235R1 270O1 275R1 270

R1 300 R1 300 R1 270

S1 235O1 300O1 300

S1 235VAV-O-7

VAV-O-5

VAV-S-8

VAV-S-9

VAV-O-6

VAV-S-10

VAV-S-7VAV-S-6

VAV-S-5

VAV-O-4

VAV-S-11

8ø S

A 8ø

S A10 ø

8ø S

A ø

R A ø

R A

8ø S

A ø

R A ø

A ø

EA 12ø EA ø

SA 16

ø R

A ø

16ø SA

8ø S

A ø

8ø E

A 6ø

E A

8ø E

DSS-4

E3 270

STAIRS

231.44 SF

LOBBY

141.00 SF

ELEV.

96.02 SF

STAIRS

265.25 SF

MEN

192.99 SF

WOMEN

202.76 SF

WAITING

438.91 SF

COMM

136.20 SF

CORR.

631.91 SF

BREAK /

TRAINING

CONFERENCE

1286.67 SF

ADMINISTRATION

AND SHOP

CONTROL

4368.24 SF

TRAINING ROOM

1069.37 SF

JAN

50.69 SF

OFFICE

107.09 SF

OFFICE

106.72 SF

1MH402

E3 100

O1 200

L-8

L-7

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1MH104

- B K

. W

S, P

04 8 16268

PLAN

NORTH

A B C

KEYPLAN

1/8" = 1'-0"1 SECOND FLOOR HVAC PLAN-B

KEYED NOTES

FIRE DAMPERS REFER TO FIRE PROTECTION DETAIL.

RUN REFRIGERANT LINES PER MANUFACTURE

RECOMMENDATIONS.

RUN CONDENSATE LINES PER MANUFACTURE

RECOMMENDATION AND PER CODE.

GENERAL NOTES

ALL RETURN GRILLES SHALL BE EQUIPPED WITH SOUND

BOOTS.

ALL BRANCH DUCT FROM THE MAIN TO VAV BOXES SHALL

BE STATIC PRESSURE CLASS 3, AND ALL DUCTS FROM

THE VAV BOX OUTLETS SHALL BE STATIC PRESSURE

CLASS 2.

PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTS

FROM MAINS ON VAV OUTLETS UNLESS STATED

OTHERWISE.

INSULATE ALL SUPPLY, OUTSIDE AIR, AND RETURN DUCT.

FOR BUILDING PRESSURIZATION CONTROLS, SEE HVAC

CONTROLS.

LIMIT FLEX DUCT TO 60".

ALL MANUAL DAMPERS SHALL BE OPERABLE FROM

BELOW.

ALL SQUARE BRANCHES IN ACCORDANCE WITH DETAIL #2

ON SHEET 1M506 UNLESS OTHERWISE NOTED.

REFER TO VAV BOX SCHEDULE FOR VAV BOXES INLET

SIZES.

LOCATE THE EMERGENCY STOP SWITCH IN COMMON

AREA AVAILABLE TO ALL OCCUPANTS. REFER TO 1M-508

FOR ADDITIONAL INFORMATION ABOUT SWITCH.

ALL RETURN AIR DUCT SHALL BE PRESSURE CLASS 1.0.

10.

11.2

TRANSFER AIR REFER TO DETAILS

RELIEF AIR DUCTS

a a a a

, G R

L, A N

D D

U C

N G

R1 200

R1 215

O1 20020x20 SA ø

R A ø

R A x2

8ø RA

12x14 OA

8ø O

8ø RA 16ø EA x1

A x2

22x20 SA x1

20x20 SA

8ø R

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

O N

6 7 8 9

'-0

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1MH402

E D

O R

C T

C H A

K . W

S, P .E

1/2" = 1'-0"1MH402

ENLARGED SECOND FLOOR DUCT CHASE

PLAN

NORTH

02 8134

KEYED NOTES

FIRE DAMPERS REFER TO FIRE PROTECTION DETAIL.

GENERAL NOTES

ALL RETURN GRILLES SHALL BE EQUIPPED WITH SOUND

BOOTS.

ALL BRANCH DUCT FROM THE MAIN TO VAV BOXES SHALL

BE STATIC PRESSURE CLASS 3, AND ALL DUCTS FROM

THE VAV BOX OUTLETS SHALL BE STATIC PRESSURE

CLASS 2.

PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTS

FROM MAINS ON VAV OUTLETS UNLESS STATED

OTHERWISE.

INSULATE ALL SUPPLY, OUTSIDE AIR, AND RETURN DUCT.

FOR BUILDING PRESSURIZATION CONTROLS, SEE HVAC

CONTROLS.

LIMIT FLEX DUCT TO 60".

ALL MANUAL DAMPERS SHALL BE OPERABLE FROM

BELOW.

ALL SQUARE BRANCHES IN ACCORDANCE WITH DETAIL #2

ON SHEET 1M506 UNLESS OTHERWISE NOTED.

REFER TO VAV BOX SCHEDULE FOR VAV BOXES INLET

SIZES.

LOCATE THE EMERGENCY STOP SWITCH IN COMMON

AREA AVAILABLE TO ALL OCCUPANTS. REFER TO 1M-508

FOR ADDITIONAL INFORMATION ABOUT SWITCH.

ALL RETURN AIR DUCT SHALL BE PRESSURE CLASS 1.0.

SEE 1M401 FOR ENLARGED MECHANICAL PLAN

10.

11.

14.

R A

N D

G R

P a a a a aaa a a a a

WASTE FUNNEL WITH 4"

THREADED OPENING,

REMOVABLE SCREEN BASKET

1/2" DRAIN

2" PRIMARY TANK

WORKING VENT

4" PRIMARY TANK

EMERGENCY SCREENED

AIR VENT

500 GALLON DOUBLE

WALLED TANK

SUPPORT

NOTES:

1. PROVIDE BUILDING PLACARDS, ONE ON THE FRONT OF EACH TANK. PROVIDE SIGNAGE ON EACH TANK. THE SIGNAGE SHALL BE LOCATED ON TWO ADJACENT VISIBLE SIDES OF THE TANKS. SIGNAGE SHALL CONTAIN THE FOLLOWING:

(a) TANK CONTENTS (OUT-OF-SPEC FUEL, WASTE ANTIFREEZE, WASTE OIL)

(b) NO SMOKING WITHIN 50 FEET

(d) SPILL KITS AND FIRE EXTINGUISHER ARE LOCATED IN THE POL BLDG.

2. PROVIDE SAFETY LADDER WITH PLATFORM

3. PROVIDE 30 GALLON SPILL KIT FOR EACH TANK. THE KITS SHALL BE LOCATED IN THE POL BLDG.

4. PROVIDE TWO 20 LB DRY FIRE EXTINGUISHERS IN THE POL BLDG.

5. PROVIDE WITH PRODUCT PUMP OR SUPPLY PER SPECIFICATIONS.

6. PROVIDE WITH DIRECT READ LIQUID LEVEL GUAGE PER SPECIFICATIONS.

7 GAL SPILLBOX WITH

1/2" DRAIN AND HINGED LID

WITH LOCKABLE HASP

4" SECONDARY

TANK EMERGENCY

SCREENED VENT2" INTERSTITIAL

MONITORING POINT

FINISHED FLOOR

GO, ATF & GR

TRENCH W/REMOVABLE

COVER RATED FOR

HEAVY MILITARY VEHICLES

4" PVC CHASE

FLEXIBLE PIPE

(TYP OF 3

NOTE: SEE STRUCTURAL DETAIL ON 1S-402 FOR PIT DIMENSIONS. WOP-2 & WAP-2PIT FLOOR

HOSE REEL (TYP OF 3)

WOP-1 & WAP-1

FLEXIBLE PIPE

WASTE OIL &

ANTIFREEZE

TRENCH

ATF

GREASEFINISHED

FLOOR

LIGHTLIGHT

BULK DISPENSING FRONT VIEWMAINTENANCE PIT SECTION

HOSE REELS

TYP OF 3

GRATING

WASTE OIL &

ANTIFREEZE

TYPICAL COMPRESSED

AIR CONNECTION

TYPICAL COMPRESSED

AIR CONNECTION

CACACACA

GOAF

MOTOR

OIL

TRANS-

MISSION

FLUID

CHASSIS

GREASE

GEAR

OIL

ANTI-

FREEZE

PUMP LIFT

LUBRICATION

PUMP (TYP)

AIR MAIN

SEE PLANS FOR

PIPE SIZES

1"1"

NEEDLE

VALVE

PIPING FROM POL DIST RM.

SEE PLANS FOR SIZES

BALL VALVE (TYP OF FOUR)

ANTIFREEZE GEAR

OIL

MOTOR OIL TRANS GREASE

REEL HOUSING

ADJUSTABLE STOP

CHASSIS GREASE

GEAR OIL

W/PRESET METER

TRANSMISSION FLUID

W/PRESET METER

MOTOR OIL

W/PRESET

METER

ANTIFREEZE

W/PRESET METER

NOTES:

1. ALL HOSES SHALL HAVE AN ADJUSTABLE STOP TO ADJUST HEIGHT. HEIGHT SHALL NOT BE ANY

HIGHER THAN 6 FT AFF.

2. MOUNT BOTTOM OF ENCLOSURE AT 8 FT AFF. MOUNT IN ACCORDANCE WITH MANUFACTURER'S

GUIDELINES. COORDINATE LOADS AND CONNECTIONS WITH THE BUILDING FABRICATOR.

SHEET

NUMBER

1 2 3 4 5

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

R D

R T

W O

, T

B Y:

US Army Corps of Engineers ®

T D

C R

O N

C O

R U

N D

G B

C H

6 7 8 9

As in di ca te d

H O

O D, T X

E Q

P M

N T

A N

: 0

3 8

M F

D I

Fort Worth District

D . B

Y, P .E

D . B

Y, P .E

T J.

, P

C H

F, M

1P-505

B I

L S

K . W

S, P .E

NTS1

500 GALLON DOUBLE WALLED

TANK DETAIL - NTS

NTS2 PIT HOSE REEL DETAIL - NTS

NTS3

BULK DISPENSING

SCHEMATIC DETAIL - NTS

NTS4

HOSE REEL STATION DETAIL -

NTS

D N

O N

S C

P a a a

C-503

G D

E T

G R

M E

T T P .E

D A

N G

M C

K E

N Z

P .E a a a a

S E

M R

E V

E D P

A V

G S

E C

N C

JOINT SEALANT DETAILS

EXPANSION JOINTS

CONTRACTION JOINT OPTIONS

SAWEDINSERT TYPE

JOINT SEALANT

BUSTED JOINTTAPE

" 3/4" ± 1/8" (MIN.)

JOINT SEALANT

TAPE

6" MIN. THICKNESS

JOINT FILLER

NON-EXTRUDING

1/4"

1/2" ± 1/8")

JOINT SEALANT

TAPE

SEPARATING

MATERIAL

INSERT

(SEE SPECS.)

PLUG OR SEAL

JOINT SEALANT

1/2" ± 1/8") 1 /8

1/4"

N. T. S.

CONCRETE PAVEMENT

FILLET DETAILS FOR

DETAIL A

DETAIL C DETAIL B

REF

JOINT

CONTRACTION

JOINT

DOWELED

RADIUS OF FILLET

FILLET

L E

RADIUS OF FILLET

OR EXPANSION JOINT

CONSTRUCTION

FILLET

/4 /8

12" MIN.

DIVIDED BY 6

H=PAVEMENT THICKNESS

NOTE:

CONSTRUCTION JOINTS

1/2" ± 1/8" (MIN.)

REF

(SEE NOTE 2)

THICKENED EDGE

3'-0" MIN

JOINT SEALANT

THRU PAVMT.

PROJECTING

STRUCTURE

OR OTHER

MANHOLE

JOINT FILLER

3/4" NON-EXTRUDING

EXPANSION JOINTS

AT STRUCTURES

LONGITUDINAL OR SLIP JOINT

JOINT SEALANT

NOTE: SEE JOINT SEALANT DETAILS D/502.

JOINT FILLER

3/4" NON-EXTRUDING

N.T.S.

(NON-REINFORCED PAVEMENTS)

EDGE

THICKENED

3'-0" MIN

CONTRACTION JOINT

LONGITUDINAL

CONSTRUCTION OR

N. T. S. N. T. S.

AGGREGATE SURFACE COURSE HARDSTAND DETAIL

GRAVEL/CURB & GUTTER/

REF

PLANS

LANDSCAPING

TURF, SEE

SHEET C-533

FENCE SEE DETAIL

CHAINLINK SECURITY

GEOTEXTILE

NONWOVEN

INSTALL 8 oz

10' 20'

PAVING NOTES:

9" PORTLAND CEMENT CONCRETE(NON-REINFORCED)

16-INCHES O.C.E.W.

7 1/2" PORTLAND CEMENT(REINFORCED)WITH NO. 4 BARS SPACED

1 1/2" HOT-MIX SURFACE COURSE

95 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

100 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

7" AGGREGATE BASE COURSE COMPACTED TO AT LEAST

OF MAX LAB DENSITY (ASTM D 1557)

6”LIME STABILIZED SUBGRADE COMPACTED TO AT LEAST 95%

PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" RAW SUBGRADE COMPACTED TO AT LEAST 90

PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

6" AGGREGATE SURFACE COURSE COMPACTED TO AT LEAST 100

OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)

4" AGGREGATE BASE COURSE COMPACTED TO AT LEAST 95 PERCENT

DETAIL "B"

N.T.S.

1/2" ± 1/8"

/4 /8

JOINT SEALANT

SEE DETAIL N/C-502

MONOLITHIC CURB

CP105 CP106

CP103 CP104

CS108

CS102

CP106

CP105

REF

N.T.S.

2.00% 2.00%

CL DRIVEWAY

30'

15' 15'

FINISHED

GRADE

EXISTING

GROUND

9" PORTLAND

CEMENT

CONCRETE

6" AGGREGATE

BASE COURSE

6" RAW

SUBGRADE

CP101

CONCRETE DRIVEWAY SECTION

3'-0" THICKENED EDGE

REF

CP103

AND GRAVEL SECTION (PERIMETER)

JUNCTURE OF NEW RIGID

GEOTEXTILE

NONWOVEN

INSTALL 8 oz

US Army Corps

A P

P R

D A

T E

D E

S C

N S

Y M

NUMBER

SHEET

E L

1 2 3 4 5 6 7 8 9

A T

P L

O T D

A T

P L

O T S

C A

L E

S O

A T

N N

C O

N T

R A

C T N

U E D

A T

Fort Worth District of Engineers ®

S U

B M

T E

D B

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

F O

R T W

O R

T H T

E X

A S

R P

S O

F E

N G

E E

U .S

A R

M Y E

N G

E E

R D

T R

F O

R T H

O O

D T

E X

A S

T A

C T

A L E

Q U

M E

N T M

T E

N E

N C

E F

A C

P N

C T

A L E

Q U

M E

N T M

T A

N E

N C

E F

A C

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

E C

N C

J A

M E

S W

M C

K E

N Z

P .E

J U

N E

CP103

G P

L A

N I

40'10'0 20'

2. SEE SHEET C-002 FOR GENERAL NOTES AND LEGEND.

1. SEE SHEET C-001 FOR GENERAL NOTES.

NOTE:

G R

M E

T T P .E

M C

K E

N Z

P .E

G R

M E

T T P .E a a a a

S E

M A

D D

E D P

A V

G C

A L L

O U

B B

A -3

US Army Corps

A P

P R

D A

T E

D E

S C

N S

Y M

NUMBER

SHEET

E L

1 2 3 4 5 6 7 8 9

A T

P L

O T D

A T

P L

O T S

C A

L E

S O

A T

N N

C O

N T

R A

C T N

U E D

A T

Fort Worth District of Engineers ®

S U

B M

T E

D B

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

F O

R T W

O R

T H T

E X

R P

S O

F E

N G

E E

U .S

A R

M Y E

N G

E E

R D

T R

F O

R T H

O O

D T

E X

A S

T A

C T

A L E

Q U

M E

N T M

T E

N E

N C

E F

A C

P N

D E

N E

D B

D R

A W

N B

C H

E C

K E

D B

E C

N C

J A

M E

S W

M C

K E

N Z

P .E

J U

N E

C-501

MATCH LINE CP101

MATCH LINE CP103

MATCH LINE CP105

MATCH LINE CP103

C-501

C -5

C-502

C -5 03C

M A

T C

H L

E C

M A

T C

H L

E C

10'

C -5

E=3107771.38 N=10391037.80

CURB TERMINAL

E=3107254.32 N=10390726.00

E=3107238.89 N=10390728.20

C -5 03E

LIMIT

GRADING

C-501

STORAGE

SECURED OPEN

O R

G S

T O

R A

G E

O R

G S

T O

R A

G E B

G H

A R

D S

T A

N D

FACILITY

STORAGE

DISTRIBUTION CO.

CLEARANCE

DOCK

QUALITY POND

WATER

BIO-RENTENTION

U.S. BUFFER

WATERS OF THE

P4 P4

112.

TEMF Vehicle Maintenance Shop FH18TEMF

SECTION 23 11 13

FACILITY POL SYSTEM AND PIPING

<HL4><HL3>AMENDMENT NO. 0001<HL3><HL4>

PART 1 GENERAL

1.1 DEFINITIONS

a. AST: Aboveground storage tank.

b. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms.

c. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions.

Examples include rooftop locations.

d. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

e. FPM: Vinylidene fluoride-hexafluoropropylene copolymer rubber.

f. FRP: Glass-fiber-reinforced plastic.

g. NRTL: Nationally Recognized Testing Laboratory.

h. UST: Underground storage tank.

i. WOG: Water, Oil, Gas

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASME INTERNATIONAL (ASME)

ASME B1.20.1 (1983; R 2006) Pipe Threads, General Purpose (Inch)

ASME B1.20.3 (1976; R 2008) Dryseal Pipe Threads (Inch)

ASME B31.9 (2008) Building Services Piping

ASME BPVC (2010) Boiler and Pressure Vessels Code

ASTM INTERNATIONAL (ASTM)

ASTM A 53/A 53M (2010) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A 106/A 106M (2010) Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service

ASTM B 584 (2009a) Standard Specification for Copper Alloy Sand Castings for General Applications

SECTION 23 11 13 Page 1

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010) Structural Welding Code - Steel

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-110 (2010) Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 31 (2006; Errata 06-1; Errata 07-2; Errata 10-3) Standard for the Installation of Oil-Burning Equipment

NFPA 70 (2011) National Electrical Code

STEEL TANK INSTITUTE (STI)

STI R912 (2009) Installation Instructions for Shop Fabricated Aboveground Tanks for Flammable, Combustible Liquids

UNDERWRITERS LABORATORIES (UL)

UL 142 (2006; Reprint Jan 2008) Steel Aboveground Tanks for Flammable and Combustible Liquids

UL 567 (2003; Reprint May 2010) Emergency Breakaway Fittings, Swivel Connectors and Pipe-Connection Fittings for Petroleum Products and LP-Gas

UL 842 (2007; Reprint Jul 2010) Standard for Valves for Flammable Fluids

1.3 SYSTEM DESCRIPTION

This section includes vehicle fluid (POL) distribution systems.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings

Fuel oil piping layout. Submit Shop Drawings for facility fuel-oil piping layout. Include plans, piping layout and elevations, sections, and details for fabrication of pipe anchors, hangers, supports for multiple pipes, alignment guides, expansion joints and loops, and attachments of the same to building structure.

SECTION 23 11 13 Page 2

Detail location of anchors, alignment guides, and expansion joints and loops.

Waste fluid storage tanks: include details of supports and anchors.

Coordination drawings: Plans and details, drawn to scale, showing fuel oil piping and coordinated with other installations.

Oil/Water Separator. Submit shop drawings for oil water separator. Include plans, sections, details.

SD-03 Product Data

Product Data

Submit product data for each type of product indicated. Include construction details, material descriptions, and dimensions of individual components and profiles. Also include, where applicable, rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

Piping specializes.

Valves Include pressure rating, capacity, settings, and electrical connection data of selected models.

Fuel Oil Storage Tanks: Each type and size of fuel-oil storage tank. Indicate dimensions, weights, loads, components, and location and size of each field connection.

Waste fluid storage tank accessories.

Waste fluid storage tank accessories.Liquid-level gage system.

Leak detection and monitoring system.

Oil/Water Separator Hose Reels Pneumatic Pumps

SD-07 Certificates

Welding Procedures Specifications (WPS) Certified Brazing Procedure Specifications (BPS) Certified Procedure Qualification Records (PQR) Certified Welder Performance Qualifications (WPQ)

Certified Brazer Performance Qualifications (BPQ)

SD-09 Manufacturer's Field Reports

Field quality control reports

SD-10 Operation and Maintenance Data

Maintenance Manuals

SD-11 Closeout Submittals

As-built Drawings Warranty(s)

SECTION 23 11 13 Page 3

1.5 QUALITY ASSURANCE

Provide Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

Comply with ASME B31.9, "Building Services Piping," for vehicle fluids piping materials, installation, testing, and inspecting.

Comply with requirements of the EPA and of state and local authorities having jurisdiction. Include recording of fuel-oil storage tanks and monitoring of tanks and piping.

1.5.1 Qualifications

Steel Support Welding Qualifications: Qualify procedures and Certified Welder Performance Qualifications in accordance with AWS D1.1/D1.1M.

Pipe Welding Qualifications: Qualify procedures and Certified Welder Performance Qualifications in accordance with ASME BPVC

1.6 DELIVERY, STORAGE, AND HANDLING

Lift and support fuel-oil storage tanks only at designated lifting or supporting points, as shown on Shop Drawings. Do not move or lift tanks unless empty.

Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

1.7 WARRANTY

Provide manufacturer's standard warranty.

PART 2 PRODUCTS

The following equipment as listed below and as indicated shall be furnished and installed so as to provide a complete and functional lubrication system.

Installation shall be per manufacturer's recommendations and instructions.

2.1 PIPES, TUBES, AND FITTINGS

a. See Part 3 piping schedule articles for where pipes, tubes, fittings, and joining materials are applied in various services.

b. Steel Pipe: For fluid indicated.

(1) Motor Oil and Automatic Transmission: Schedule 80, black steel pipe, ASTM A 53/A 53M and ASTM A 106/A 106M Grade B with 3,000 psi maximum working pressure, carbon steel welded fittings or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Threaded fittings at pump and service reel connections shall be steel, rated at 2000 psi maximum working pressure. Fittings shall be assembled with joint compound compatible with fluid used. All connections to reels shall be made with manufacturer's recommended flex hose connectors.

(2) Chassis Grease: Schedule 160 black steel meeting ASTM A 106/A 106M Grade B requirements with socket-weld type

SECTION 23 11 13 Page 4 fittings rated for 6000 psi or high pressure steel tubing, 5/8" O.D. x .083 wall with Swagelok fittings. Threaded fittings at pumps and service reel connection shall be steel, rated at 6000 psi maximum working pressure. Fittings shall be assembled with joint compound compatible with fluid used. All connections to reels shall be made with manufacturer's recommended flex hose connectors.

(3) Antifreeze: Schedule 40, galvanized black steel pipe, ASTM A 53/A 53M and ASTM A 106/A 106M Grade B with 3,000 psi maximum working pressure, carbon steel welded fittings or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Threaded fittings at pump and service reel connections shall be steel, rated at 2000 psi maximum working pressure.

Fittings shall be assembled with joint compound compatible with fluid used. All connections to reels shall be made with manufacturer's recommended flex hose connectors.

(4) Gear Oil: Schedule 80 black steel pipe meeting ASTM A 106/A 106M Grade B requirements with socket weld carbon steel rated for 3000 psi maximum working pressure or medium pressure steel tubing, 5/8" O.D. x .049 wall with Swagelok fittings. Apply a field applied cold fittings at pumps and service reel connections shall be steel, rated at 2000 psi maximum working pressure. Fittings shall be assembled with joint compound compatible with fluid used. All connections to reels shall be made with manufacturer's recommended flex hose connectors.

2.2 PIPING SPECIALTIES

a. Flexible Connectors: Comply with UL 567.

(1) Metallic Connectors:

(a) Listed and labeled for aboveground and underground applications by an NRTL acceptable to authorities having jurisdiction.

(b) Stainless-steel bellows with woven, flexible, bronze or stainless-steel, wire-reinforcing protective jacket.

(d) End Connections: Socket, flanged, or threaded end to match connected piping.

(e) Maximum…

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