18R0026_Dwgs-AM2.pdf

FS

FIRE PROTECTION ABBREVIATIONS AND LEGEND

BALL VALVE

BELOW

CAP

CHECK VALVE

DUCTILE IRON

SYMBOL ABBREV DESCRIPTION SYMBOL ABBREV DESCRIPTION

BLW

DI

BRANCH - BOTTOM CONNECTION

BRANCH - TOP CONNECTION

DOWN

FIRE PROTECTION

CONTRACTOR

FLOW SWITCH

HYDRAULIC

DN

FPC

FS

HYD

MIN

TS

TYP

MINIMUM

SPRINKLER HEAD

STRAINER

TAMPER SWITCH

TYPICAL

INSPECTOR'S TEST

CONNECTION

ITC

BUTTERFLY VALVE

TS

RISER

OHG ORDINARY HAZARD GROUP

UNDERGROUND

WATER SUPPLY

OH

GATE VALVE - OS&Y

HIGH EXPANSION FOAMHEF

CHECK VALVE

BUTTERFLY VALVE

TEST HEADER

BALL VALVE

DRY PIPE VALVE WITH QUICK

OPENING DEVICE

FIRE PROTECTION GENERAL NOTES

1. PROVIDE A SUPERVISED AUTOMATIC DRY PIPE FIRE SPRINKLER SYSTEM THROUGHOUT

THE HANGAR BAY AREA. PROVIDE A SUPERVISED AUTOMATIC WET PIPE FIRE SPRINKLER

SYSTEM THROUGHOUT ALL OTHER AREAS OF THE BUILDING. THE SPRINKLER SYSTEMS

DESIGN SHALL BE IN ACCORDANCE WITH UFC 3-600-01, UFC 4-211-01, AND NFPA 13.

2. PROVIDE A HIGH EXPANSION FOAM SYSTEM THROUGHOUT THE HANGAR BAY. THE FOAM

SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH UFC 4-211-01. SEE FOAM SYSTEM

SPECIFIC NOTES.

3. THE FIRE PROTECTION SYSTEM SHALL BE SUPPLIED BY TWO DEDICATED WATER STORAGE

TANKS. THE FIRE PUMPS ARE LOCATED IN THE FIRE PUMP AND FOAM TANK ROOM.

4. PROVIDE SEPARATE SPRINKLER RISERS WITHIN THE FIRE PUMP AND FOAM TANK ROOM

FOR THE FOLLOWING SEPARATE SYSTEMS: TWO (2) DRY PIPE SYSTEM RISERS TO SUPPLY

THE HANGAR BAY, ONE (1) WET PIPE SYSTEM RISER TO SUPPLY THE SUPPORT AREAS.

5. A FIVE INCH STORZ FIRE DEPARTMENT CONNECTION (FDC) WILL BE PROVIDED FOR THE

BUILDING. FDC IS NOT TO BE CONNECTED TO THE FOAM SYSTEM RISER.

6. POST INDICATOR VALVES WILL BE PROVIDED SUCH THAT EACH FIRE WATER STORAGE

TANK IS ABLE TO BE ISOLATED.

7. ALL FIRE PROTECTION MATERIALS ARE TO BE UL LISTED AND / OR FM APPROVED.

8. DRAFT CURTAINS SHALL BE PROVIDED IN ACCORDANCE WITH UFC 4-211-01, SUCH THAT A

SINGLE DRAFT CURTAIN AREA DOES NOT EXCEED 15,000 SQ FT AND SHALL EXTEND FROM WALL

TO WALL AND BE SUPPORTED BY THE BUILDING STRUCTURE.

9. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE DESIGN, MATERIALS AND EQUIPMENT

FOR A TOTALLY FUNCTIONING AND OPERATING FIRE PROTECTION SYSTEM, INCLUDING THE

PROPER INTERFACING AND COORDINATION WITH ALL OTHER BUILDING SYSTEMS.

10. PIPING LAYOUTS, WHERE SHOWN, SHOW PIPE DIAGRAMMATICALLY AND DOES NOT SHOW ALL

OFFSETS, DROPS, AND RISERS. FINAL ROUTING SHALL BE PROVIDED ON SHOP DRAWINGS.

11. THE GENERAL CHARACTER AND SCOPE OF THE WORK IS ILLUSTRATED IN THE SPECIFICATIONS

AND DRAWINGS. THE SPECIFICATIONS AND DRAWINGS ARE DIVIDED INTO SEVERAL SECTIONS

FOR CONVENIENCE ONLY AND ALL OF THE CONTRACT DOCUMENTS MUST BE CONSIDERED

AS A WHOLE.

12. THE SPRINKLER SYSTEM DESIGNER SHALL BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS BETWEEN FIRE PROTECTION SYSTEMS AND LIGHTING FIXTURES, DIFFUSERS, GRILLES, DUCTS, EQUIPMENT FIXTURES, STRUCTURAL MEMBERS, PIPES, CONDUITS, AND OTHER OBSTRUCTIONS

ENCOUNTERED.

13. INSTALLING CONTRACTOR SHALL PROVIDE THE FINAL SPRINKLER SYSTEM LAYOUT INCLUDING

HYDRAULIC CALCULATIONS.

14. ALL SPRINKLER PIPING SHALL BE INSTALLED SO THAT ALL PORTIONS OF THE SYSTEM CAN BE

DRAINED BACK THROUGH THE MAIN DRAIN VALVES. WHERE TRAPPED SECTIONS OF PIPING

CANNOT BE AVOIDED, AUXILIARY DRAINS SHALL BE PROVIDED. PROVIDE TEST AND DRAIN

CONNECTIONS IN ACCORDANCE WITH SPECIFICATIONS AND NFPA 13.

15. LOCATE CONTROL VALVES, TEST VALVES, AND LOW POINT DRAIN VALVES IN READILY ACCESSIBLE

AREAS WITHIN 8 FEET OF THE FLOOR. TEST VALVES AND DRAINS MUST DISCHARGE TO THE

OUTSIDE OF THE BUILDING TO A SPLASHBLOCK.

16. THE INSTALLING CONTRACTOR SHALL OBTAIN APPROVAL OF THE AUTHORITY HAVING JURISDICTION.

17. THE SPRINKLER SYSTEMS SHALL BE DESIGNED HYDRAULICALLY FOR UNIFORM DISCHARGE

DENSITIES ON THE FOLLOWING BASIS:

A. SPRINKLER SYSTEM DISCHARGE DENSITIES SHALL BE BASED ON UFC 3-600-01, UFC 4-211-01, AND AS FOLLOWS:

CEILING HEIGHT UP TO 30 FEET (WET PIPE)

1. LIGHT HAZARD: 0.10 GPM / SQ FT OVER THE HYDRAULICALLY MOST REMOTE 1,500 SQ FT

2. ORDINARY HAZARD: 0.20 GPM / SQ FT OVER THE HYDRAULICALLY MOST REMOTE 2,500

SQ FT CEILING HEIGHT BETWEEN 30 - 45 FEET

CEILING HEIGHTS OF 30 - 45 FEET (WET PIPE)

1. LIGHT HAZARD: 0.20 GPM / SQ FT OVER THE HYDRAULICALLY MOST REMOTE 2,500 SQ FT

2. ORDINARY HAZARD: 0.20 GPM / SQ FT OVER THE HYDRAULICALLY MOST REMOTE 2,500

SQ FT HANGAR BAY (DRY PIPE)

HANGAR BAY (DRY PIPE)

1. 0.20 GPM/ SQ FT OVER THE HYDRAULICALLY MOST REMOTE 6,500 SQ FT

B. WHERE ROOF / CEILING SLOPE EXCEEDS 2 IN 12, THE SYSTEM AREA OF OPERATION SHALL

BE INCREASED BY 30 PERCENT IN ACCORDANCE WITH NFPA 13.

C. MAXIMUM SPRINKLER SPACING SHALL BE 225 SQ FT PER HEAD FOR LIGHT HAZARD AREAS,

130 SQ FT PER HEAD FOR ORDINARY HAZARD AREAS, AND 100 SQ FT PER HEAD FOR EXTRA

HAZARD AREAS. THE HANGAR BAY SPRINKLER SPACING SHALL BE LIMITED TO 130 SQ FT AND

THE MAXIMUM SPACING BETWEEN HEADS SHALL BE 12 FEET.

D. HOSE DEMANDS FOR THE SPRINKLER SYSTEMS WILL BE BASED ON THE FOLLOWING VALUES

FOR COMBINED INSIDE AND OUTSIDE HOSE DEMANDS. HOSE DEMAND IS SUPPLIED FROM A

SEPARATE LINE THAN THE FIRE PROTECTION SUPPLY.

1. LIGHT HAZARD – 250 GPM

2. ORDINARY HAZARD – 250 GPM

3. HANGAR BAY – 500 GPM

18. PROVIDE ONE HYDRAULIC CALCULATION FOR THE MOST DEMANDING AND/OR MOST REMOTE AREA

FOR EACH SPRINKLER RISER.

19. PROVIDE A MINIMUM OF ONE 45 GALLON CAPACITY COMMON SURGE ARRESTOR FOR THE DRY PIPE

SPRINKLER RISER AND FOAM SYSTEM RISER THAT PROTECTS THE HANGAR BAY.

20. PROVIDE A SPRINKLER SYSTEM SIMULATION TEST HEADER CAPABLE OF SIMULATING THE HANGAR

SPRINKLER SYSTEM DEMAND DURING THE FOAM SYSTEM DISCHARGE TEST.

21. PROVIDE CAGES ON SPRINKLERS IN AREAS SUBJECT TO MECHANICAL DAMAGE, SUCH AS MECHANICAL

ROOMS AND ELECTRICAL ROOMS.

22. PROVIDE INTERMEDIATE AND HIGH TEMPERATURE SPRINKLERS BASED ON DISTANCE FROM HEAT SOURCES SUCH AS DIFFUSERS AND UNIT HEATERS IN ACCORDANCE WITH NFPA 13 SECTION 8.3.2.5

23. ALL SPRINKLER PIPING SHALL BE BLACK STEEL AND WILL BE SCHEDULE 40 FOR SIZES 6 INCH AND LESS IN THE HANGAR AND 2 INCHES OR LESS IN THE OFFICE SPACE. THE USE OF SCHEDULE 10 PIPING MAY BE USED FOR PIPE LARGER THAN 2 INCHES FOR THE OFFICE SPACE AND GREATER THAN 6 INCHES IN THE MAINTENANCE HANGAR AFTER A WATER QUALITY TEST, INCLUDING A TEST FOR MIC, HAS BEEN

PERFORMED AND CONFIRMS THE WATER IS ACCEPTABLE FOR THIN WALL PIPE.

24. NO PIPING SHALL BE LOCATED IN ELECTRICAL ROOMS, ELECTRICAL CLOSETS, OR OTHER RELATED

AREAS EXCEPT PIPING SERVING SPRINKLERS IN THE ROOM.

25. ALL PIPING IS TO BE INSTALLED TO MAINTAIN CEILING HEIGHTS OR CLEARANCES IN ACCORDANCE WITH

NFPA 13, NFPA 101 AND THE CONTRACT DOCUMENTS.

26. THE SPRINKLER AND FOAM SYSTEM PIPING SHALL BE PROTECTED AGAINST DAMAGE FROM

EARTHQUAKES. PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13.

27. NO STRUCTURAL MEMBERS SHALL BE CUT, DRILLED, OR BURNED UNLESS PREVIOUSLY APPROVED

BY THE PROJECTS STRUCTURAL ENGINEER AND CONTRACTING OFFICER.

28. ALL VALVES WHICH CONTROL ALARM FUNCTIONS OR THE FLOW OF WATER, FOAM, FOAM

CONCENTRATE, OR THAT WHEN CLOSED WILL DISRUPT THE PROPER OPERATION OR ALARMING OF A SYSTEM SHALL BE ELECTRONICALLY SUPERVISED VIA TAMPER SWITCHES CONNECTED TO THE FIRE

ALARM CONTROL PANEL.

29. PROVIDE AUTOMATIC AIR VENTS AT ALL HIGH POINTS IN THE DRY PIPE SPRINKLER SYSTEMS.

30. ALL SPRINKLER SYSTEM FITTINGS SHALL BE HIGH PRESSURE RATED TO ACCOUNT FOR FIRE PUMP

PRESSURE CAPABILITIES.

31. A QUICK OPENING DEVICE SHALL BE PROVIDED FOR THE DRY PIPE SPRINKLER SYSTEM IN ACCORDANCE

WITH NFPA 13.

32. PROVIDE SUPERVISED HEAT TRACING SYSTEM ON THE WET PIPE SPRINKLER MAIN LOACTED IN THE HANGAR

BAY TO PROTECT THE PIP AGAINST FREEZING IN ACCORDANCE WITH NFPA 13.

FIRE PUMP GENERAL NOTES

1. TWO (2) FIRE PUMPS WILL BE PROVIDED FOR THE HANGAR. THE FIRE PUMPS SHALL BE SIZED TO

MEET THE MAXIMUM REQUIRED FIRE SYSTEM DEMAND.

2. THE FIRE PUMPS SHALL BE ELECTRIC DRIVEN HORIZANTAL SPLIT CASE TYPE AND INSTALLED IN

ACCORDANCE WITH NFPA 20.

3. THE FIRE PUMPS ARE ANTICIPATED TO BE SIZED AT 1,500 GPM AT 260 PSI. THIS IS BASED ON

THE MAXIMUM FIRE WATER DEMAND FOR THESPRINKLER AND HIGH EXPANSION FOAM SYSTEM

DEMAND IN THE HANGAR BAY AREA OF 3,549.8 GPM. SEE PRELIMINARY FIRE PROTECTION

CALCULATIONS.

4. THE FIRE PUMPS WILL BE STARTED BASED ON A PRESSURE DROP IN THE SYSTEM OR BY A

TRANSMITTED SIGNAL FROM THE FOAM SYSTEM IN THE HANGAR BAY.

5. A JOCKEY PUMP SHALL BE PROVIDED FOR MAINTAINING SYSTEM PRESSURE.

6. PITCH FLOORS FOR ADEQUATE DRAINAGE OF ESCAPING WATER AWAY FROM CRITICAL EQUIPMENT

SUCH AS THE PUMPS, DRIVERS, CONTROLLERS, ETC.

7. DO NOT INSTALL A SHUTOFF VALVE IN THE FIRE OR JOCKEY PUMP CONTROLLER PRESSURE-SENSING

LINE.

8. PROVIDE SUITABLE PIPE STANDS AND PIPE SUPPORT FOR ALL PUMP ROOM PIPING IN ACCORDANCE

WITH NFPA 13 AND NFPA 20.

9. ENSURE ALL WALL PENETRATIONS ARE SEALED WATERTIGHT. ENSURE ALL INTERIOR WALL

PENETRATIONS ARE FIRE STOPPED.

10. ALL FIRE PUMP EQUIPMENT MUST BE ABLE TO BE DELIVERED THROUGH THE DOORWAY TO THE PUMP

ROOM PROVIDED.

11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL APPROPRIATE ASSOCIATED PIPING, VALVES, AND

OTHER APPURTENANCES ASSOCIATED WITH THE FIRE PUMP DESIGN IN ACCORDANCE WITH NFPA 20.

THIS INCLUDES BUT IS NOT LIMITED TO ; AUTOMATIC RELIEF VALVES, GUAGES, CONTROLLER PIPING, AND AIR RELIEF VALVES.

FOAM SYSTEM SPECIFIC NOTES

1. THE HIGH EXPANSION FOAM (HEF) SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE

WITH UFC 4-211-01 AND THESE DRAWINGS.

2. NO CONTAINMENT IS REQUIRED FOR THE FOAM SYSTEM DISCHARGE.

3. PROVIDE A FLOW CONTROL VALVE FOR THE FOAM SYSTEM. THE VALVE SHALL HAVE FACTORY

CONFIGURED AND INSTALLED TRIM PIPING. THE VALVE SHALL BE CAPABLE OF CLOSING (AND OPENING) AT ANY POINT IN THE FOAM SYSTEM DISCHARGE BASED ON THE FOAM STOP STATION ACTIVATION.

4. PROVIDE A FOAM CONCENTRATE STORAGE TANK FOR THE HIGH EXPANSION FOAM SYSTEM FOAM CONCENTRATE. THE TANK SHALL BE VERTICAL, DOUBLE WALLED, HIGH DENSITY CROSS-LINKED

POLYETHYLENE COMPATIBLE WITH THE REQUIRED CONCENTRATE.

5. THE FOAM TANK CAPACITY SHALL BE SIZED FOR NOT LESS THAN 15 MINUTE DISCHARGE AT THE

HYDRAULICALLY CALCULATED WATER FLOW RATE AND 130% OF THE NOMINAL CONCENTRATE

INJECTION RATE.

6. PROVIDE A SINGLE FOAM INDUCTOR FOR THE FOAM WATER RISER. INDUCTOR SHALL BE INSTALLED IN

THE HORIZANTAL POSITION ABOVE THE FOAM CONCENTRATE TANK.

7. PROVIDE A 2 INCH CONCRETE HOUSEKEEPING PAD UNDER THE FOAM SYSTEM TANK.

8. FOAM SOLUTION SHALL NOT BE PREPRIMED. ALL SOLUTION PIPING SHALL BE SLOPED TO BE SELF

DRAINING BACK TO THE RISER.

9. PROVIDE A FOAM SYSTEM TEST HEADER WITHIN THE HANGAR BAY. LOCATE THE TEST HEADERS NEAR AN

OUTSIDE DOOR.

10. THE FOAM SYSTEM SHALL BE DESIGNED TO COVER 90 PERCENT OF THE AIRCRAFT SILHOUETTE IN ONE

MINUTE OR LESS AND TO A DEPTH OF 3.2 FEET IN 4 MINUTES OR LESS, UPON ACTIVATION OF THE

FOAM SYSTEM.

11. FOAM CONCENTRATE PIPING SHALL BE STAINLESS STEEL FLANGED OR WELDED.

12. PROVIDE BASKET TYPE STRAINERS UPSTREAM OF THE FOAM SYSTEM RISERS.

13. ALL FOAM SYSTEM FITTINGS SHALL BE HIGH PRESSURE RATED TO ACCOUNT FOR FIRE PUMP

PRESSURE CAPABILITIES.

PRELIMINARY FIRE PROTECTION CALCULATIONS

SPRINKLER AND HIGH EXPANSION FOAM CALCULATIONS

SPRINKLER SYSTEM CALCULATIONS

HANGAR SPRINKLER SYSTEM

HANGAR SPRINKLER SYSTEM DISCHARGE (0.20 GPM/SQ FT X 6,500 SQ FT) = 1,300 GPM

HYDRAULIC IMBALANCE (20%) = 260 GPM

TOTAL HANGAR SPRINKLER DISCHARGE = 1,560 GPM

HYDRANT DEMAND = 500 GPM

- NOT SUPPORTED BY

FIRE PUMPS AND FIRE

WATER TANKS

HEF SYSTEM CALCULATIONS

HANGAR BAY (71,811 SQ FT)

FOAM RATE OF DISCHARGE [UFC 4-211-01]:

R = ([V/T] + RS) X CN X CL

R = RATE OF DISCHARGE [CFM]

V = SUBMERGENCE VOLUME [CUBIC FT]

V = A X D

WHERE;

A = AREA OF AIRCRAFT HANGAR FLOOR AREA = 71,811 SQ FT

D = DEPTH = 3.2 FEET

V = 71,811 SQ FT X 3.2 FT = 229,795 CU FT

T = SUBMERGENCE TIME [MIN] = 4 MIN (PER UFC 4-211-01)

RS = RATE OF FOAM BREAKDOWN BY SPRINKLERS [CFM]

RS = S X Q

WHERE;

S = FOAM BREAKDOWN FROM SPRINKLER DISCHARGE [CFM/GPM] = 10 CFM/GPM

Q = ESTIMATED TOTAL SPRINKLER DISCHARGE [GPM] = 1560 GPM

CN = COMPENSATION FOR NORMAL FOAM SHRINKAGE = 1.15

CL = COMPENSATION FOR LOSS OF FOAM THROUGH OPENINGS = 3.0

R = ([229,795 CU. FT. / 4 MIN] + 15,600) X 1.15 X 3.0

R = 252,018 CFM

NUMBER OF GENERATORS

ANSUL JET-X 27 UL WITH JET-X 2%

GENERATOR PRESSURE (PSI) OUTPUT (CFM) NUMBER OF GENERATORS FOR 252,018 CFM

42 PSI 21,100 CFM 12

DUE TO AREA COVERAGE OF THE HANGAR, 12 GENERATORS WILL BE USED.

FOAM SYSTEM SOLUTION FLOW RATE:

GENERATOR SOLUTION FLOW RATE AT 21,100 CFM FOAM (42 PSI) = 186 GPM X 12 = 2,232 GPM

TOTAL GENERATOR FLOW = 2,232 GPM

OVERAGE AND IMBALANCE (20%) = 446 GPM

TOTAL SOLUTION FLOW RATE FOR FOAM GENERATORS = 2,678 GPM

TOTAL SOLUTION CALCULATED USING HASS = 2,440 GPM

TOTAL SOLUTION CALCULATED USING HASS (NO SPRINKLER DEMAND CONSIDERED) = 2,437 GPM

FOAM CONCENTRATE BLADDER TANK SIZING:

FOAM CONCENTRATION = 2%

*CONCENTRATE STORAGE TANK SHALL BE SIZED TO SUPPORT THE HYDRAULICALLY CALCULATED

WATER FLOW RATE AT 130% OF THE NOMINAL CONCENTRATE INJECTION RATE.

TOTAL FOAM CONCENTRATE FLOW RATE = 2,437 X 0.02 X 1.3 = 63.4 GPM

FOAM CONCENTRATE STORAGE SHALL BE BASED ON 15 MINUTE DISCHARGE AT THE

HYDRAULICALLY CALCULATED WATER FLOW RATE AND 130% OF THE NOMINAL

CONCENTRATE INJECTION RATE

DURATION = 15 MIN

TOTAL FOAM CONCENTRATE = 951 GALLONS

BASED ON THE CALCULATIONS, IT IS ESTIMATED THAT A 1000 GALLON USABLE CAPACITY

FOAM CONCENTRATE TANK WILL BE REQUIRED. THE TANK SHALL BE SIZED TO ACCOUNT FOR

THE UNUSABLE FOAM CONCENTRATE AT THE BOTTOM OF THE TANK AND EXPANSION AREA AT

THE TOP OF THE TANK.

TOTAL HANGAR WATER DEMAND:

SPRINKLER SYSTEM DISCHARGE= 1,560 GPM

FOAM SYSTEM DISCHARGE = 2,440 GPM

TOTAL FOAM SYSTEM DEMAND = 4,000 GPM

PRESSURE CALCULATIONS

AVAILABLE PRESSURE IS BASED ON THE FIRE PUMP CURVES FROM THE FIRE PUMP TESTS.

THE NET PSI REQUIRED FROM THE TWO FIRE PUMPS AT THE HANGAR SYSTEM DEMAND OF 4,000

GPM IS 240 PSI.

PUMP PRESSURE AT DEMAND 240 PSI BASED ON FIRE PUMP CURVE #1

FLOW CONTROL VALVE -10 PSI CUTSHEET

INDUCTOR INLET PRESSURE 230 PSI

INDUCTOR OUTLET PRESSURE

(65% OF INLET PRESSURE) 150 PSI CUTSHEET REQUIREMENT OF 65%

ELEVATION LOSS (85 FT) -36.8 PSI HANGAR TRUSS HEIGHT IS 85 FEET

FOAM GENERATOR END HEAD

PRESSURE -42 PSI CUTSHEET

PRESSURE AVAILABLE FOR

INTERIOR PIPE LOSSES 71.2 PSI

1 2 3 4 5

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PLATE REFERENCE

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VERT REINF. & TIES

RE: SCHED ON S-601

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

1' - 4" 8"

BCDE

GROUT POCKET FOR SHEAR LUG

9"LX9"WX6" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

TENSION REINFORCEMENT

(4) #8 U-BARS

28" 29"+ (Tftg -5")

16"

2' - 0" 2' - 0"

10" 10"

VERT REINF.

RE: SCHED ON S-601

TIE REINF.

RE: SCHED ON S-601

0.9

2' - 0"

2'

- 0

2'

- 0

1'

- 0

1'

- 0

GROUT POCKET FOR SHEAR LUG

11"LX11"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

FGHJ

ANCHOR BOLTS

RE: SCHED ON S-602

CMU WALL

RE: PLAN

1' - 0" 8" 2' - 0"

TENSION REINFORCEMENT

(8) #8 U-BARS 28"

29"+ (Tftg -5")

1'

- 0

5"

5" 1'

- 0

5"5"

16"

TENSION REINFORCEMENT

(2) #8 Z-BARS

16"

29"+ (Tftg -5")

16"

REINF PER

PIER P16 RE:

SCHED ON S-601

2' - 0"

2'

- 0

1 1 /2"

C

LR

, T

YP

VERT REINF. & TIES

RE: SCHED ON S-601

A

2'

- 0

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

1' - 4" 8"

GROUT POCKET FOR SHEAR LUG

9"LX9"WX6" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

8" 1'

- 4

WALL CORNER REINF.

RE: 16/S-501

2' - 0"

10" 10"

TENSION REINFORCEMENT

(4) #8 U-BARS 28"

29"+ (Tftg -5")

16"

2' - 0"

2'

- 0

1 1 /2"

C

LR

, T

YP

VERT REINF. & TIES

RE: SCHED ON S-601

2'

- 0

2' - 0"

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

1' - 4" 8"

FGHJ

GROUT POCKET FOR SHEAR LUG

11"LX11"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

16"

1'

- 0

5"

5" 5"

5" 1'

- 0

TENSION REINFORCEMENT

(2) #8 Z-BARS

16"

29"+ (Tftg -5")

16"

2' - 0"

2'

- 0

VERT REINF. & TIES

RE: SCHED ON S-601

2'

- 0

2' - 0"

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

K

GROUT POCKET FOR SHEAR LUG

10"LX10"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

8" 1'

- 4

1' - 4" 8"

WALL CORNER REINF.

RE: 16/S-501

1'

- 0

1'

- 0

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

16"

5" 5"

5" 5"

K

2'

- 0

2' - 0" VERT REINF. & TIES

RE: SCHED ON S-601

2' - 0"

2'

- 0

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

1'

- 4

8"

GROUT POCKET FOR SHEAR LUG

10"LX10"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

N

6.2

7.8

1' - 0" 5"5" 1' - 0"

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

16"

5" 5"

TENSION REINFORCEMENT

(2) #8 Z-BARS

16"

29"+ (Tftg -5")

16"

K

2'

- 0

2' - 0" VERT REINF. & TIES

RE: SCHED ON S-601

2' - 0"

2'

- 0

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

GROUT POCKET FOR SHEAR LUG

10"LX10"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

10" 8" 6"

1'

- 4

8"

WALL CORNER REINF.

RE: 16/S-501

CMU WALL

RE: PLAN

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

1'

- 0

5"

5"

1'

- 0

5" 5"

OPP

HAND

K

2'

- 0

2' - 0"

1 1/2" CLR, TYP

VERT REINF. & TIES

RE: SCHED ON S-601

2' - 0"

CMU WALL

RE: PLAN

GROUT POCKET FOR SHEAR LUG

11"LX11"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

2'

- 0

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

16"

K

2'

- 0

2' - 0" VERT REINF. & TIES

RE: SCHED ON S-601

2' - 0"

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

5.2

GROUT POCKET FOR SHEAR LUG

11"LX11"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

8" 1' - 4" 2' - 0"

WALL CORNER REINF.

RE: 16/S-501

2'

- 0

"1'

- 4

8"

TENSION REINFORCEMENT

(8) #8 U-BARS 28"

29"+ (Tftg -5") 1'

- 0

5"

5" 1'

- 0

5" 5"

8.8

2' - 0"

VERT REINF. & TIES

RE: SCHED ON S-601

2'

- 0

ML

ANCHOR BOLTS

RE: SCHED ON S-602

2' - 0"

CMU WALL

RE: PLAN

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

1'

- 0

5"

5" 1'

- 0

5" 5"

5.2

2'

- 0

VERT REINF. & TIES

RE: SCHED ON S-601

2'

- 0

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

ML

ANCHOR BOLTS

RE: SCHED ON S-602

2' - 0" 2' - 0"

8" 1' - 4"

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

1'

- 0

5"

5" 1'

- 0

5" 5"

2'

- 0

2' - 0"

VERT REINF. & TIES

RE: SCHED ON S-601

2' - 0"

2'

- 0

PROVIDE CONTROL JOINT

EACH SIDE OF PIER TYP

RE: 15/S-501

5.2

8.8

GROUT POCKET FOR SHEAR LUG

8"LX8"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

N

OPP HAND

WALL CORNER REINF.

RE: 16/S-501

8" 1' - 4"

8" 1'

- 4

1' - 0" 5"5" 1' - 0"

TENSION REINFORCEMENT

(8) #8 U-BARS

28" 29"+ (Tftg -5")

16"

5" 5"

TENSION REINFORCEMENT

(2) #8 Z-BARS

16"

29"+ (Tftg -5")

16"

1 2 3 4 5

A

B

C

D

PLATE REFERENCE

NUMBER

SHEET OF

P

LO

T D

AT

E:

P

LO

T S

C

AL

E:

S U

BM

IT

TE

D

B Y:

D W

N B

Y:

D

ES

I G N

ED

B

Y :

C

KD

B Y:

D

AT

E :

S

IZ

E :

E

FI

LE

N A

M E:

"X

S O

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

C

AT

E G O

R Y

C O

D E:

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

VE

R

A

IR

F O

R C

E

BA

SE

AI

R C

R

AF

T M

A I N

TE

N

A N C

E

FA

C

IL

IT

Y

A S

N O

TE

D

0-

0 0 -0

W

2 B U

-1 8-

R

- 0

U .S

. A R

M Y

E N G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

1 2 3 4 5

3/

/2

9:

:5

AM

S-502

FO

UN

DA

TI

ON

T

YP

IC

AL

D

ET

AI

LS

JJ

S

W C

A

W C

A

125 RT

A

SU

BM

IS

SI

ON

- 1

2 D

EC

D

EC

SCALE: 3/4" = 1'-0"S-502

1 PIER 1

SCALE: 3/4" = 1'-0"S-502

18 PIER 12

SCALE: 3/4" = 1'-0"S-502

2 PIER 2

SCALE: 3/4" = 1'-0"S-502

3 PIER 3

SCALE: 3/4" = 1'-0"S-502

4 PIER 4

SCALE: 3/4" = 1'-0"S-502

5 PIER 5

SCALE: 3/4" = 1'-0"S-502

6 PIER 6

SCALE: 3/4" = 1'-0"S-502

7 PIER 7

SCALE: 3/4" = 1'-0"S-502

8 PIER 8

SCALE: 3/4" = 1'-0"S-502

9 PIER 9

SCALE: 3/4" = 1'-0"S-502

10 PIER 10

SCALE: 3/4" = 1'-0"S-502

11 PIER 11

SCALE:

1' - 0" 2' - 0" 4' - 0"

3/4"= 1' - 0"

S-502 S-502 S-502 S-502

S-502 S-502 S-502 S-502

S-502 S-502 S-502 S-502

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

A

PP

R a P

IE

R

R

EI

N F

IN

FO

U P

D

AT

ED

M

AR

a

VERT REINF. & TIES

RE: SCHED ON S-601

0.9

2' - 0"

2'

- 0

2'

- 0

1'

- 0

1'

- 0

GROUT POCKET FOR SHEAR LUG

11"LX11"WX9" DEEP

OMIT LINK(S) IN POCKET

ANCHOR BOLTS

RE: SCHED ON S-602

K

ANCHOR BOLTS

RE: SCHED ON S-602

CMU WALL

RE: PLAN

1' - 0" 8" 2' - 0"

8" 1'

- 4

8" 4"

A

OPP

HAND

TENSION REINFORCEMENT

(8) #8 U-BARS 28"

29"+ (Tftg -5") 1'

- 0

5" 5"

1'

- 0

5"5"

REINF PER

PIER P16 RE:

SCHED ON S-601

VERT REINF. & TIES

RE: SCHED ON S-601

TIE REINF.

RE: SCHED ON S-601

0.9

2' - 0"

2'

- 0

2'

- 0

1'

- 0

1'

- 0

ANCHOR BOLTS

RE: SCHED ON S-602

EDC

ANCHOR BOLTS

RE: SCHED ON S-602

CMU WALL

RE: PLAN

1' - 0" 8" 2' - 0"

GROUT POCKET FOR SHEAR LUG

9"LX9"WX6" DEEP

OMIT LINK(S) IN POCKET

TENSION REINFORCEMENT

(4) #8 U-BARS 28"

29"+ (Tftg -5")

10" 10"

REINF PER

PIER P16 RE:

SCHED ON S-601

VERT REINF. & TIES

RE: SCHED ON S-601

TIE REINF.

RE: SCHED ON S-601

2' - 0"

2'

- 0

2'

- 0

B

CMU WALL

RE: PLAN

GROUT POCKET FOR SHEAR LUG

9"LX9"WX6" DEEP

OMIT LINK(S) IN POCKET

2' - 0"

ANCHOR BOLTS

RE: SCHED ON S-602

TENSION REINFORCEMENT

(4) #8 U-BARS

28" 29"+ (Tftg -5")

10" 10"

" VERT REINF.

RE: SCHED ON S-601

0.2 1' - 0"

1'

- 0

1'

- 0

CL

1' - 0"

1 1 /2"

C

LR

, T

YP

ANCHOR BOLTS

RE: SCHED ON S-602

VERT REINF.

RE: SCHED ON S-601

0.2 1' - 0" 1' - 0"

1 1 /2"

C

LR

, T

YP

ANCHOR BOLTS

RE: SCHED ON S-602

ANCHOR BOLTS

RE: SCHED ON S-602

1'

- 0

1'

- 1 0"

1'

- 0

F.7

F.8

VERT REINF. & TIES

RE: SCHED ON S-601

0.1

8"

8" 8"

D.1

8"

1 1 /2"

C

LR

, T

YP

D.6

ANCHOR BOLTS

RE: SCHED ON S-602

M

1 1/2" CLR, TYP

VERT REINF.

RE: SCHED ON S-601

ANCHOR BOLTS

RE: SCHED ON S-602

M.1

8" 4"

2'

- 4

1'

- 0

1'

- 4 " 1' - 0" 1' - 0"

M

VERT REINF. & TIES

RE: SCHED ON S-601

ANCHOR BOLTS

RE: SCHED ON S-602

M.1

8" 4"

2'

- 4

1'

- 0

1'

- 4

1' - 0" 10" 8"

WALL CORNER REINF.

RE: 16/S-501

VERT REINF. & TIES

RE: SCHED ON S-601

1'

- 0

1'

- 0

L

ANCHOR BOLTS

RE: SCHED ON S-602

1' - 0" 10" 8"

1 1 /2"

C

LR

, T

YP

VERT REINF. & TIES

RE: SCHED ON S-601

0.5

1'

- 0

1'

- 0

A

ANCHOR BOLTS

RE: SCHED ON S-602

1' - 0"

1 1/2" CLR, TYP

1' - 0"

K

1 2 3 4 5

A

B

C

D

PLATE REFERENCE

NUMBER

SHEET OF

P

LO

T D

AT

E:

P

LO

T S

C

AL

E:

S U

BM

IT

TE

D

B Y:

D W

N B

Y:

D

ES

I G N

ED

B

Y :

C

KD

B Y:

D

AT

E :

S

IZ

E :

E

FI

LE

N A

M E:

"X

S O

LI

C

IT

AT

IO

N

N O

C O

N

TR

AC

T

N O

C

AT

E G O

R Y

C O

D E:

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

VE

R

A

IR

F O

R C

E

BA

SE

AI

R C

R

AF

T M

A I N

TE

N

A N C

E

FA

C

IL

IT

Y

A S

N O

TE

D

0-

0 0 -0

W

2 B U

-1 8-

R

- 0

U .S

. A R

M Y

E N G

IN

EE

R D

IS

TR

IC

T

C O

R

PS

O F

EN

G

IN

EE

R S

1 2 3 4 5

3/

/2

9:

:5

AM

S-503

FO

UN

DA

TI

ON

T

YP

IC

AL

D

ET

AI

LS

JJ

S

W C

A

W C

A

126 RT

A

SU

BM

IS

SI

ON

- 1

2 D

EC

D

EC

SCALE: 3/4" = 1'-0"S-503

1 PIER 13

SCALE: 3/4" = 1'-0"S-503

2 PIER 14

SCALE: 3/4" = 1'-0"S-503

3 PIER 15

SCALE: 3/4" = 1'-0"S-503

4 PIER 16, 16A

SCALE: 3/4" = 1'-0"S-503

8 PIER 20

SCALE: 3/4" = 1'-0"S-503

5 PIER 17

SCALE: 3/4" = 1'-0"S-503

6 PIER 18

SCALE: 3/4" = 1'-0"S-503

7 PIER 19

SCALE:

1' - 0" 2' - 0" 4' - 0"

3/4"= 1' - 0"

SCALE: 3/4" = 1'-0"S-503

9 PIER 21

S-503 S-503 S-503 S-503

S-503 S-503 S-503 S-503 S-503

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

A

PP

R a P

IE

R

R

EI

N F

IN

FO

U P

D

AT

ED

M

AR

a a