Amendment_3_-_KC46_Body_Tank_Storage_-_Plans.pdf

GWH-1

A3

P-101

A3

P-101

FUEL SYSTEMS

MAINTENANCE

DOCK

ESEW-1

3/4" CA

3/4" CA

45100E

47900E

10000N 28

BODY TANKS

STORAGE

1/2" G

1" HW

1 1/4" CW

GROUND LEVEL

0' - 0"

ESEW-1

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1" HW

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SCALE: = 1'-0"3/16"

0 4 8 124

SCALE: 3/16" = 1'-0"A1

FIRST FLOOR DOMESTIC WATER PIPING PLAN

CONNECT TO EXISTING COMPRESSED AIR LINES

IN HANGAR.

3/4" BREATHING COMPRESSED AIR DOWN TO

HOSE REEL. PROVIDE SHUTOFF VALVE AT MAIN.

3/4" SHOP COMPRESSED AIR DOWN TO HOSE

REEL. PROVIDE SHUTOFF VALVE AT MAIN.

CONNECT TO HANGAR DOMESTIC WATER LINE.

PROVIDE SHUTOFF VALVE AT MAIN.

PROVIDE GUARDIAN 3800LF SERIES

THERMOSTATIC MIXING VALVE OR EQUIVALENT.

1-1/4" TEMPERED WATER TO ESEW-1.

CONNECT TO EXISTING NATURAL GAS SYSTEM IN

HANGAR.

EXPANSION JOINT. PROVIDE +/- 2" MOTION.

PROVIDE SHUTOFF VALVE.

ROUTE PIPING TIGHT TO WALL. SHOWN ON

DRAWING FOR CLARITY ONLY.

ROUTE PIPING ABOVE OVERHEAD DOOR. MINIMUM

20' AFF.

PROVIDE HEAT TRACING (5 W/LF) ON EXTERIOR

PIPING. SEE ELECTRICAL.

ROUTE GWH-1 CONDENSATE DRAIN, FULL SIZE OF

UNIT DISCHARGE, TO SITE DRAIN. SEE C-120 FOR

CONTINUATION.

1. SEE SHEET P-001 FOR GENERAL PLUMBING NOTES

AND ABBREVIATIONS.

SCALE: 3/16" = 1'-0"A3

DOMESTIC WATER PIPING SECTION

N

GENERAL NOTES

SHEET KEYNOTES

A

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N D

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M

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5/8"Ø

EXPANSION BOLTS

TYP. FOR SIX

UNIT HEATER SHALL BE

SECURED TO WALL

WITH A MINIMUM OF

TWO BRACKETS.

BRACKETS PER

MANUFACTURERS

RECOMMENDATIONS

SEISMIC BRACE

UNIT HEATER

TWO 5/8"Ø BOLTS,

EACH SIDE OF

FRAME WITH LOCK

WASHERS

FLEX CONNECTION

AIR FLOW

SPRING VIBRATION

ISOLATORSBASE MOUNT WITH STANDING SPRING ISOLATORS

K C

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ORIGINAL DRAWING

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ACCORDINGLY

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EXHAUST FAN SCHEDULE

MARK LOCATION SERVICE TYPE CFM

MINIMUM ESP

(IN. WG.)

DRIVE STARTER

FAN DATA MAX

SONES

BASIS OF DESIGN

WEIGHT

(LBS)

REMARKS

POWER (HP) VOLTS PHASE

EF-1 BODY TANKS STORAGE

GENERAL /

EMERGENCY

IN-LINE

CENTRIFUGAL

2700 0.50 BELT

MAGNETIC

EXPLOSION PROOF

1.00 208 1 12.2 GREENHECK TCB-2-16 252 1-5

LOUVER SCHEDULE

MARK LOCATION AREA / EQUIPMENT SERVED SERVICE

AIR FLOW

CFM

MIN FREE

AREA (SQ. FT.)

MIN

WIDTH

(FT.)

MIN

HEIGHT

(FT.)

NOMINAL

SIZE IN X IN

FACE

VELOCITY

(FPM)

MAXIMUM

PRESSURE

DROP (IN. WG.)

REMARKS

L-1 BODY TANKS STORAGE BODY TANKS STORAGE INTAKE 2900 6.4 SF 3' - 4" 3' - 4" 40" X 40" 455 0.03 1-7

REMARKS:

1. EXPLOSION PROOF, SPARK TYPE B.

2. PROVIDE NEMA PREMIUM EFFICIENCY MOTORS.

3. PROVIDE EC MOTOR.

4. DISCONNECT TO BE PROVIDED AND INSTALLED BY ELECTRICAL.

5. PROVIDE MANUFACTURER'S STARTER.

HOT WATER UNIT HEATER SCHEDULE

UNIT NO.

AIR FLOW

(CFM)

MOTOR

(HP)

HEATING DATA ELECTRICAL DATA BASIS OF DESIGN

WEIGHT

(LBS)

REMARKSHEATING

CAPACITY (BTUH)

LWT (°F) EWT (°F) GPM

MAX WPD

(FT. WG)

VOLTS PHASE MCA MANUFACTURER MODEL

HWUH-1 730 1/12 16.0 160 °F 190 °F 1.1 0.1 208 1 1.7 MODINE HC 47SB01SA 136 1-4

HWUH-2 730 1/12 16.0 160 °F 190 °F 1.1 0.1 208 1 1.7 MODINE HC 47SB01SA 136 1-4

HWUH-3 730 1/12 16.0 160 °F 190 °F 1.1 0.1 208 1 1.7 MODINE HC 47SB01SA 136 1-4

HWUH-4 730 1/12 16.0 160 °F 190 °F 1.1 0.1 208 1 1.7 MODINE HC 47SB01SA 136 1-4

REMARKS:

1. EXPLOSION PROOF.

2. 10' MINIMUM MOUNTING HEIGHT.

3. PROVIDE MANUFACTURER'S DISCONNECT SWITCH.

4. PROVIDE WALL MOUNTING KIT.

REMARKS:

1. SEE ARCHITECTURAL PLANS FOR LOUVER ELEVATIONS.

2. UNIT SHALL BE MADE OF ALUMINUM WITH AN ALLOY.

3. PROVIDE BIRDSCREENS. SCREENS SHALL BE CONTAINED WITHIN A REMOVABLE FRAME.

4. UNIT SHALL BE AMCA LICENSED.

5. FINISH TO BE SELECTED BY ARCHITECTURAL. PROVIDE ARCHITECT WITH COLOR WHEEL PER MANUFACTURER.

6. PROVIDE EXPLOSION PROOF MOTOR OPERATED DAMPER.

7. LOUVERS PROVIDED BY DIV. 23. COORDINATE WITH ARCHITECTURE.

SCALE: N.T.S.B1

WALL-HUNG ELECTRIC UNIT HEATER DETAIL

SCALE: N.T.S.A1

INLINE EXHAUST FAN DETAIL

FAN COIL UNIT SCHEDULE

MARK UNIT LOCATION

FAN DATA HEATING ELECTRICAL

BASIS OF DESIGN REMARKSTOTAL OA

CFM

ESP (IN WG)

MIN FAN

POWER (HP)

HEAT (MBH)

HEAT EAT

(°F) DB

HEAT LAT

(°F) DB

EWT

(°F)

LWT

(°F)

GPM

MAX WPD

(FT. WG)

VOLTS PHASE MCA (A) MOCP (A)

FCU-1 BODY TANKS STORAGE 2700 0.25 1.5 221.9 16.0 86.6 190 160 5.0 0.5 208 V 3 2.3 15 A CARRIER 42BHE 1 - 9

ROOF HOOD SCHEDULE

MARK SERVES CFM ESP (IN WG)

THROAT

WIDTH

THROAT

LENGTH

BASIS OF DESIGN

REMARKS

MAKE MODEL

RH-1 EF-1 2700 0.23 1' - 8" 1' - 8" GREENHECK FGR-20X20 1 - 5

REMARKS:

1. FINAL COLOR SELECTION SHALL BE MADE BY ARCHITECT AT TIME OF SHOP DRAWING APPROVAL. SUBMIT COLOR CHART

WITH SHOP DRAWINGS.

2. MATERIAL TO BE GALVANIZED STEEL OR ALUMINUM.

3. FURNISH PREFABRICATED, INSULATED CURB. COORDINATE ROOF CURB INSTALLATION WITH ROOFING CONTRACTOR.

4. HOOD TO HAVE 0.5” BIRD SCREEN AND 12” TALL BASE.

5. PROVIDE WITH AUTOMATIC BACKDRAFT DAMPER.

REMARKS:

1. DISCONNECT AND STARTER PROVIDED BY ELECTRICAL.

2. FILTER BOX WITH HIGH EFFICIENCY MERV 8 FILTERS.

3. EC MOTOR WITH SPEED CONTROLLER.

4. BUILDING AUTOMATION SYSTEM (BAS) INTERFACE.

5. SUSPENDED FROM STRUCTURE ABOVE WITH SPRING ISOLATORS.

6. EXTERNAL STATIC PRESSURE DOES NOT INCLUDE COIL, CASING, OR FILTER LOSSES.

7. PROVIDE DIRECT DRIVE FAN.

8. INTERNAL FILTER OR FILTER RACK BY FAN COIL UNIT MANUFACTURER WITH 1” THROWAWAY FILTERS.

9. EXPLOSION PROOF

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ORIGINAL DRAWING

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ACCORDINGLY

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US Army Corps of Engineers

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95% SUBMITTAL

C-502

C O

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C

PCC

SUBGRADE

(SEE PAVEMENT

SECTION NOTES)

PAVEMENT NOTES:

1. PCC - 650 PSI FLEXURAL STRENGTH CONCRETE

PAVEMENT PER SPECIFICATION 32 13 13.06

SUBGRADE NOTES:

1. COMPACT TOP 12" TO 95% MAXIMUM DRY DENSITY

PER ASTM D-1557

JOINT NOTES

1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS INDICATED.

2. TOP OF SEAL SHALL BE BELOW THE PAVEMENT SURFACE AS SPECIFIED.

3. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY WHERE

PAVING OPERATIONS STOP FOR THE DAY.

4. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S

SPECIFICATIONS. (EXCEPT AS NOTED ON PLANS AND IN SPECIFICATIONS.)

5. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.

6. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESS.

7. SEE JOINT LAYOUT PLANS FOR LOCATIONS WHERE WELDED WIRE

REINFORCEMENT IS REQUIRED.

8. SEE SPECIFICATION SECTION 32 01 19 FOR CLEANING AND SEAL

INSTALLATION PROCEDURES.

9. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE, FLAKY RUST, LOOSE

SCALE, OIL, GREASE, MUD, OR OTHER COATINGS THAT MIGHT REDUCE

THE BOND WITH CONCRETE.

10. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING CONCRETE

MAY BE THICKER THAN NEW CONCRETE. SAWCUT FULL-DEPTH VERTICAL

FACE IN EXISTING CONCRETE WHERE NEW CONCRETE IS PLANNED.

11. IF CONTRACTOR ELECTS TO PAVE DOUBLE LANES, THE DOWEL BARS AT

THE MID POINT JOINT ARE STILL REQUIRED.

12. IRREGULAR, UN-EVEN, OR ROUNDED JOINTS THAT ARE TOO WIDE TO BE

100% SHAPED BY SAW CUT DIMENSION IN DETAIL SHALL HAVE A LARGER

SEAL INSTALLED. CONTRACTOR SHALL FIRST DETERMINE THE NEW

RESERVOIR DIMENSIONS, SIZE OF THE SEAL TO BE APPROXIMATELY

TWICE THE JOINT WIDTH, THEN MAKE SUBMITTAL TO THE CONTRACTING

OFFICER PRIOR TO SHAPING THE RESERVOIR. LARGER SEAL

INSTALLATION SHALL BE FULL LENGTH

OF THE EFFECTED SLABS, TERMINATING

AT INTERSECTING JOINTS.

13. SEALS WITHOUT PROPER RECESS, OR

OTHERWISE IMPROPERLY INSTALLED,

SHALL BE REPLACED WITH NEW SEAL

FROM PLANNED JOINT TO PLANNED

JOINT.

INITIAL

FILL IN

T

T = THICKNESS OF PAVEMENT

d = DOWEL DIAMETER

1/2"

1/2 LENGTH ±

T

3/4" MIN.

5' MIN. (TYP)

C3

DOWELED CONTRACTION JOINT

AT EXISTING PAVEMENT - TYPE X

SCALE: N.T.S.

B2

THICKENED EDGE

EXPANSION JOINT - TYPE B2

SCALE: N.T.S.

A3

BITUMINOUS/ PCC

PAVEMENT JOINT - TYPE S

C-502

B1

C-502

D1

C-502

D3

T d/2T/2

X

SYMBOL:

S

SYMBOL:

COAT EXPOSED FACE OF BUTT JOINT

WITH CURING COMPOUND

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

SEE SHEET A3/C-502

FOR DOWEL SIZE,

SPACING & NOTES

90° (VERTICAL AND HORIZONTAL)

TOLERANCE: 1/8" MAX PER FOOT OF

DOWEL

DRILLED HOLE W/ BAR EMBEDDED

INTO EPOXY GEL

EXISTING

PAVEMENT

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

STRUCTURE OR

PAVEMENT

JOINT FILLER

ASPHALT

PAVEMENT

PORTLAND CEMENT

CONCRETE PAVEMENT

1.25 T

B2

SYMBOL:

A1

CONCRETE

PAVEMENT SECTION

SCALE: N.T.S.

D1

CONTRACTION JOINT COLD

APPLIED SEALANT DETAIL

SCALE: N.T.S.

FIELD POURED

JOINT SEALANT.

DEPTH EQUAL TO

1 - 1.5 TIMES

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED JOINT

PCC PAVEMENT

SURFACE

D

ASPHALT PAVEMENT

SURFACEW

1/2" MIN. TO

5/8" MAX.

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH AS

REQUIRED FOR

SEALANT RECESS

AND BACKER ROD

PROTECT

PAVEMENT FACE

B1

BITUMINOUS/ PCC PAVEMENT JOINT

HOT APPLIED SEALANT DETAIL

SCALE: N.T.S.

FIELD POURED SILICONE

JOINT SEALANT.

DEPTH EQUAL TO 0.5 X

JOINT WIDTH (W)

BUTTED JOINT

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

COMPLETED SAWCUT JOINT

PCC PAVEMENT

SURFACE

D

W

1/2" MIN. TO

5/8" MAX.

1/4" BEVELED

EDGE (TYP)

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

SAWCUT DEPTH

AS REQUIRED

FOR SEALANT

RECESS AND

BACKER ROD

FIELD POURED SILICONE

JOINT SEALANT.

DEPTH EQUAL TO 0.5 X

JOINT WIDTH (W)

BACKER ROD, NON-MOISTURE

ABSORPTIVE NON-REACTIVE

MATERIAL. DIAMETER EQUAL TO

JOINT WIDTH (W) PLUS 1/8"

PCC PAVEMENT

SURFACE

D

W

1/4" BEVELED

EDGE (TYP)

PREMOLDED JOINT FILLER

FOR FULL DEPTH OF SLAB

COMPLETED JOINT

POURED JOINT SEALANT

RECESSED 1/4" TO 5/16"

BELOW PAVEMENT SURFACE

3/4" MIN. TO

7/8" MAX.

JOINT FILLER

EXTENDS TO

PAVEMENT SURFACE

DURING INITIAL

CONSTRUCTION.

REMOVE JOINT

FILLER AS REQUIRED

FOR SEALANT

RECESS AND

BACKER ROD

D3

EXPANSION AND SLIP JOINT

COLD APPLIED SEALANT DETAIL

SCALE: N.T.S.

W=1/4" FOR SLIP JOINT

FOR EXPANTION JOINT

FIELD POURED, COLD APPLIED JOINT SEALANT NOTES:

1. DEPTH (D) AND WIDTH (W) OF JOINT SEALANT SHALL BE AS RECOMMENDED BY SEALANT MANUFACTURER.

2. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT

MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. JOINT SEALANT MUST MEET NFGS 02522, 02562, AND ASTM 5893.

FIELD POURED, HOT APPLIED JOINT SEALANT NOTES:

1. DEPTH (D) AND WIDTH (W) OF JOINT SEALANT SHALL BE AS RECOMMENDED BY SEALANT MANUFACTURER.

2. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE HOT POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT

MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. JOINT SEALANT MUST MEET ASTM D 3569.

DOWEL BAR INSTALLATION NOTES

1. DOWEL SLEEVES OR INSERTS ARE NOT PERMITTED.

2. DOWELS TO BE EPOXY COATED FULL LENGTH OF DOWEL. APPLY A LUBRICANT BOND BREAKER TO THE EPOXY COATED DOWEL IMMEDIATELY

PRIOR TO PAVING.

3. DOWEL BAR DIAMETER, LENGTH, AND SPACING TO BE AS SHOWN IN MATERIAL SCHEDULE (THIS SHEET).

4. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF MAINTAINING DRILL HOLES AND EMBEDDED BARS: (A) PARALLEL TO THE CONCRETE

SURFACE AND (B) NORMAL TO THE JOINT LINE, WITHIN SECTION 32 13 13.06 TOLERANCES. USE GANG DRILL WITH 3 OR MORE DRILLS. HOLE

DIAMETER TO BE APPROXIMATELY 1/8" LARGER THAN DOWEL. MINIMUM CURE TIME FOR DRILLING NEW CONCRETE PER SECTION 32 13 13.06.

5. AFTER THE DRILLING IS COMPLETE AND PRIOR TO INSTALLATION OF DOWELS, THE HOLES SHALL BE THOROUGHLY CLEANED BY HIGH PRESSURE

AIR TO REMOVE DRILLING DUST, CONCRETE CHIPS, AND ANY MATERIAL DETRIMENTAL TO BONDING.

6. INSERT EPOXY INTO BACK OF DOWEL HOLE BY INJECTION NOZZLE WITH SUFFICIENT EPOXY PLACED SO A SLIGHT AMOUNT IS FORCED OUT WHEN

DOWEL IS INSERTED AND TAPPED INTO CORRECT POSITION. EPOXY SHALL BE SOLID AROUND BARS WITH NO VOIDS. INSTALL METAL OR PLASTIC

DOWEL RINGS TO RETAIN EPOXY. SUBMIT PROPOSED EPOXY INFORMATION FOR APPROVAL PRIOR TO STARTING WORK.

7. CONTRACTOR SHALL RETAIN DRILL BIT MANUFACTURER'S REPRESENTATIVE TO TRAIN THE DRILLING CREW AND MAKE ADJUSTMENTS AS

REQUIRED TO THE COMPRESSOR AND DRILL RIG TO PRODUCE DRILL HOLES WITH MINIMAL EDGE SPALLING. MAXIMUM EDGE SPALLING ON FACE

IS PER SPECIFICATION SECTION 32 13 13.06/3.5.4 AND ACI 301.

BASKET NOTES:

1. WIRE USED IN BASKETS SHALL CONFORM TO ASTM-A1064 COLD DRAWN WIRE.

2. DOWEL BAR ATTACHMENT MAY BE FABRICATED BY ARC OR RESISTANCE TYPE WELDING.

3. WIRE FRAME MEMBERS SHALL BE RESISTANCE WELDED EXCEPT FOR SPACER BARS WHICH MAY BE ARC WELDED.

LINE

LONGITUDINAL JOINT

W

W/2

TRANSVERSE

JOINT LINE

D I R

E C

T I O

N

F

P

V

I N

G d d

10" MIN.

DOWEL (TYP)

L

NOTE:

SEE MATERIAL SCHEDULE (THIS SHEET) FOR DOWEL SIZE,

LENGTH AND DIMENSIONAL INFORMATION.

A3

DOWEL SPACING AT JOINT

CORNERS

MATERIAL SCHEDULE

ITEM

SLAB

THICKNESS

SIZE SECTION REMARKS

DOWELS 12" PCC

1" DIA. X 20"

LONG @ 15" O.C

32 13 11

EPOXY COATED, INCLUDING ENDS

T/4 (ROUNDED

UP TO NEXT

WHOLE INCH)

SCALE: N.T.S. SCALE: N.T.S.

SYMBOL:

"PCC

SUBGRADE

(SEE PAVEMENT

SECTION NOTES)

PAVEMENT NOTES:

1. PCC - 650 PSI FLEXURAL STRENGTH CONCRETE

PAVEMENT PER SPECIFICATION 32 13 13.06

AGGREGATE NOTES:

1. AGGREGATE BASE COURSE (ABC) PER

SPECIFICATION 32 11 23 AGGREGATE BASE COURSE.

SUBGRADE NOTES:

1. COMPACT TOP 12" TO 95% MAXIMUM DRY DENSITY

PER ASTM D-1557

A2

CONCRETE APRON

SCALE: N.T.S.

AGGREGATE BASE

SYMBOL:

W2.9XW2.9

WHERE INDICATED BY "R"

M E

N D

M E

I P

AutoCAD SHX Text

MAY 2010 NYD A/E BORDER

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