J2a P50_BB_TRACON_Drawings.pdf

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SUBMITTED BY

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DESIGNED

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DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

GENERAL NOTES

SCOPE OF WORK

APPLICABLE CODES

PROVIDE A NEW AUTOMATIC FIRE SPRINKLER SYSTEM FOR PHOENIX SKY

HARBOR ATCT BASE BUILDING, INCLUDING P50 TRACON, ESU BUILDING,

CONNECTION TO THE EXISTING TOWER SYSTEM, NEW FIRE PUMPS IN

BASEMENT AND ON ATCT LEVEL 10 AND ASSOCIATED PIPING IN PHOENIX,

AZ.

THE NEW SYSTEM SHALL BE IN ACCORDANCE WITH APPLICABLE CODES

AND STANDARDS.

1. THESE DRAWINGS ARE DIAGRAMMATIC IN ACCORDANCE WITH FAA REGULATIONS AND NOT INTENDED AS SHOP DRAWINGS.

2. FIRE PROTECTION SYSTEM SHALL COMPLY WITH PROJECT SPECIFICATIONS AND ALL APPLICABLE STATE AND LOCAL CODES.

3. INSTALLING CONTRACTOR AND PERSONNEL SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES.

4. DESIGN & INSTALLATION SUBJECT TO FINAL INSPECTION AND APPROVAL BY FAA AND CONTRACTING OFFICER'S

REPRESENTATIVE/ENGINEER.

5. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS SHALL BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE

CONTRACTING OFFICER'S REPRESENTATIVE.

6. FIRE STOP ALL PENETRATIONS OF FIRE/SMOKE BARRIERS, RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. FLASH AND

COUNTERFLASH ROOF PENETRATIONS.

7. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES.

8. SPRINKLERS SHALL BE ALIGNED/COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS.

9. METHODS OF SEISMIC PROTECTION AND HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH NFPA 13.

10. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS SHALL BE IN ACCORDANCE WITH NFPA 13.

11. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. AND/OR THE FACTORY MUTUAL LABORATORIES. VALVES SHALL BE FACTORY MARKED "UL" AND/OR "FM", 175 PSI WORKING PRESSURE.

12. STEEL SPRINKLER PIPE SHALL BE SCHEDULE 40, GROOVED ENDS SHALL BE CUT-GROOVED.

13. ONLY NEW MATERIALS SHALL BE USED IN THE INSTALLATION OF THIS SYSTEM.

14. ALL FIRE SPRINKLERS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING SURFACE MEASURED FROM CENTER OF SPRINKLER. SPRINKLERS SHALL BE

LOCATED AT CENTER OF TILE OR QUARTER POINT IN ACOUSTIC CEILING TILE CEILING.

15. PIPE DRAINS TO OUTSIDE LOCATION TO BE APPROVED BY CONTRACTING OFFICERS TECHNICAL REPRESENTATIVE(COTR).

16. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

17. INSTALL PRESSURE GAUGE ON EACH FLOOR CONTROL ASSEMBLY AND/OR AT EACH TEST CONNECTION. PROVIDE GAUGE WITH A CONNECTION NOT LESS THAN 1/4" AND HAVING A SOFT METAL SEATED GLOBE VALVE. TEST CONNECTIONS MAY ALSO SERVE AS

DRAIN PIPES.

18. ALL BRANCHLINE PIPING SHALL BE RESTRAINED TO RESIST UPWARD MOVEMENT PER NFPA 13.

19. INSTALL GROOVED COUPLINGS IN PIPES 2" AND SMALLER, ADJACENT EACH VALVE ON BOTH SIDES.

20. THE AUTOMATIC FIRE SPRINKLER SUBMITTAL SHALL MATCH AND COORDINATE WITH THE UNDERGROUND PIPING PLANS AND OTHER

WATER SUPPLY COMPONENTS FOR THE PROJECT.

21. FOR NAS CONTROL SPACES, PNEUMATICALLY TEST PIPING. PRESSURE TEST SHALL BE PERFORMED PRIOR TO HYDROSTATIC TESTING, PRIOR TO PUTTING SYSTEMS INTO SERVICE. PNEUMATIC TEST SHALL BE PERFORMED AT 40 PSI FOR 24 HOURS WITH A PRESSURE LOSS NO GREATER THAN 1½ PSI. ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI, OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE WITH OUT LOSS FOR 2 HOURS. (PROJECT INSPECTOR SHALL

WITNESS AND CONFIRM COMPLIANCE).

22. FOR INDIVIDUAL SYSTEMS AND PHASED FLOOR SYSTEM SECTORS DEFINED BY FLOOR CONTROL VALVE ASSEMBLIES, COMPLETE SYSTEM FORMAL HYDROSTATIC TESTS WILL BE REQUIRED FOR THE FLOOR SYSTEM, IN ADDITION TO PRELIMINARY INDIVIDUAL PNEUMATIC AND HYDROSTATIC TESTING FOR SYSTEM AREAS DEFINED BY NON-FLOOR CONTROL ASSEMBLY DIVISIONAL VALVES.

23. PROVIDE SPARE SPRINKLER HEAD CABINET, SPRINKLER WRENCH, AND NO FEWER THAN TWELVE (12) SPARE SPRINKLER HEADS

MATCHING THE TYPES AND TEMPERATURE RATING IN EACH PROTECTED AREA.

24. THE INSPECTOR'S TEST VALVE SHALL BE INSTALLED DOWNSTREAM OF THE WATERFLOW ALARM DEVICE, USING A PIPE SIZE OF NOT LESS THAN 1 INCH, WITH A SMOOTH BORE, CORROSION RESISTANT ORIFICE, GIVING THE FLOW EQUIVALENT TO ONE SPRINKLER OF A TYPE HAVING THE SMALLEST ORIFICE INSTALLED WITHIN THE SYSTEM. THE DISCHARGE SHALL BE TO THE EXTERIOR OF THE

BUILDING, UNLESS A COMBINATION TEST AND DRAIN VALVES DISCHARGE TO A DRAIN RISER.

25. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM SYSTEMS SHALL BE TESTED TO VERIFY PROPER IDENTIFICATION AND TRANSMISSION OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHING SYSTEMS.

26. SIGNAGE SHALL BE PROVIDED AS REQUIRED PER NFPA 13.

27. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES, AUTOMATIC AIR VENTS AND WATER FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE SUPERVISED AND SHALL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR.

28. A PERMANENTLY ATTACHED HYDRAULIC PLACARD PLATE STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY

DESIGNED SYSTEM SHALL BE ATTACHED TO EACH RISER PER NFPA 13.

29. SPRINKLER CONTRACTOR SHALL COMPLETE AND SIGN CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR THE ABOVE GROUND PIPING. THIS FORM SHALL BE GIVEN TO THE COTR WHO WILL FORWARD TO FAA FOR FILING IN PROJECT RECORDS.

30. REQUEST FOR FINAL APPROVAL OF INSTALLATION SHALL INCLUDE WRITTEN STATEMENT OF COMPLIANCE, FROM INSTALLING

CONTRACTOR.

31. RECORD (AS-BUILT) DRAWINGS SHALL BE MAINTAINED ON THE PREMISES FOR A MINIMUM OF THREE YEARS WITH COPIES PROVIDED

TO THE FAA, IN PAPER AND ELECTRONIC FORMATS.

32. CONNECTIONS TO PROTECTED PREMISES AND SUPERVISING STATION FIRE ALARM SYSTEMS SHALL BE TESTED TO VERIFY RECEIPT OF TRANSMISSION OF ALARMS FROM AUTOMATIC FIRE EXTINGUISHER SYSTEMS WITHIN 90 SECONDS OF INITIATION (WITNESSED BY

PROJECT INSPECTOR).

33. A WATERFLOW ALARM TEST SHALL BE CONDUCTED BY OPENING THE INSPECTOR'S TEST VALVE OR ALARM BYPASS VALVE. AN AUDIBLE DEVICE MUST ACTIVATE WITHIN 90 SECONDS OF VALVE OPENING.(WITNESSED BY PROJECT INSPECTOR).

34. PROVIDE IDENTIFICATION SIGNAGE AT FIRE PROTECTION EQUIPMENT.

35. SPRINKLER DROPS TO BE EASYFLEX FLEXIBLE SPRINKLER HOSE ULTRA HIGH PERFORMANCE 72" OR EQUIVALENT.

36. WHERE POSSIBLE, ALL NEW AND REPLACEMENT PIPING SHALL BE INSTALLED WITH BRANCHLINES HAVING A PITCH TOWARDS DRAIN OF ½" PER 10-FEET, AND MAINS SHALL BE INSTALLED HAVING A PITCH OF ¼" PER 10-FEET SIMILAR TO THE REQUIREMENTS OF

PRE-ACTION SYSTEMS IN ACCORDANCE WITH 2022 NFPA 13, SECTION 16.10.3.2.

37. CONTRACTOR TO FIRESTOP PENETRATIONS MADE OR RE-USED THROUGH RATED PARTITIONS. CONTRACTOR TO PATCH AND PAINT

AFTER PIPING AND CONDUIT INSTALLATION.

PRELIMINARY HYDRAULIC CALCULATIONS

LIGHT HAZARD (OFFICES, 3RD FLOOR BREAKROOM)

0.10 GPM/SQ.FT. OVER 1,500 SQ.FT.

SPRINKLER K-FACTOR = 5.6

ANTICIPATED SPRINKLER FLOW DEMAND

1500 SQ.FT. x 0.10 GPM/SQ.FT. = 150 GPM

150 GPM + 30% (SYSTEM OVERAGE) = 195 GPM

195 GPM + 100 GPM (HOSE DEMAND) = 295 GPM

ANTICIPATED SPRINKLER PRESSURE DEMAND

225 SQ.FT (MAXIMUM COVERAGE OF SPRINKLERS) * 0.10 GPM/SQ.FT. = 22.5 GPM

P = (Q / K-FACTOR)² (22.5 GPM / 5.6)² = 16.14 PSI - MINIMUM SPRINKLER OPERATING PRESSURE.

16.14 PSI + 13.85 PSI (ELEVATION LOSS)* = 29.99 PSI

29.99 PSI + 10 PSI (BACKFLOW LOSS) = 39.99 PSI

33.99 PSI + 10% (FRICTION LOSS) = 43.99 PSI

37.39 PSI + 5% (UNDERGROUND LOSS) = 46.19 PSI

ORDINARY HAZARD GROUP II (THIRD FLOOR EQUIPMENT ROOM, ELECTRICAL ROOMS)

0.20 GPM/SQ.FT. OVER 1,500 SQ.FT.

SPRINKLER K-FACTOR = 8.0

ANTICIPATED SPRINKLER FLOW DEMAND - THIRD FLOOR

1500 SQ.FT. x 0.20 GPM/SQ.FT. = 300 GPM

300 GPM + 30% (SYSTEM OVERAGE) = 390 GPM

390 GPM + 250 GPM (HOSE DEMAND) = 640 GPM

ANTICIPATED SPRINKLER PRESSURE DEMAND - THIRD FLOOR

130 SQ.FT (MAXIMUM COVERAGE OF SPRINKLERS) / 0.20 GPM/SQ.FT. = 26 GPM

P = (Q / K-FACTOR)² (26 GPM / 8.0)² = 10.6 PSI - MINIMUM SPRINKLER OPERATING PRESSURE.

10.6 PSI + 13.85 PSI (ELEVATION LOSS)* = 23.85 PSI

23.85 PSI + 10 PSI (BACKFLOW LOSS) = 33.85 PSI

27.85 PSI + 30% (FRICTION LOSS) = 44 PSI

29.15 + 10% (UNDERGROUND LOSS) = 48.4 PSI

TYPICAL WET FLOOR RISER DIAGRAM

FIRST FLOOR

BASEMENT FLOOR

3" CHECK VALVE, TYP.

FLOW SWITCH, TYP.

3" MAIN CONTROL VALVE

W/ TAMPER SWITCH, TYP.

6"

6" 6"

NOTE:

· PIPING DIAMETERS SHOWN ARE EXISTING AND SHALL BE CONFIRMED BY HYDRAULIC CALCULATIONS.

· UNDERGROUND FIRE LINE EXISTING

· RISERS IN TOWER CORE MAY VARY SLIGHTLY

· DRAINS AND CONNECTIONS NOT SHOWN FOR CLARITY.

6"

* A DATUM HEIGHT OF 32'-0" WAS CONSERVATIVELY USED FOR ELEVATION LOSS FOR

PRELIMINARY CALCULATIONS ABOVE.

KEY PLAN

PLAN

NORTH

INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION

INTERNATIONAL FIRE CODE (IFC) 2021 EDITION

2022 NFPA 13 - STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

2022 NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMP

FOR FIRE PROTECTION

N.T.S

SCOPE OF WORK

EXISTING PRE-ACTION FLOOR RISER DEMO DIAGRAM

UPPER FLOOR(S)

BASEMENT FLOOR

4" CHECK VALVE, TYP.

FLOW SWITCH, TYP.

4" MAIN CONTROL VALVE

W/ TAMPER SWITCH, TYP.

4"

NOTE:

· DEMOLISH ALL PRE-ACTION PIPING, HANGER ATTACHMENTS, AND ALL THREAD ROD.

· PRE-ACTION SYSTEMS HAVE RISER MOUNTED AIR COMPRESSORS TO BE DEMOLISHED,

PULL BACK POWER TO CLOSEST JUNCTION BOX.

· PIPING SUPPORTS, PIPE STANDS SHALL BE REMOVED, STRUCTURAL PIPE SUPPORT

ATTACHMENTS ARE ALLOWED TO REMAIN.

· PUMP ROOM FLOOR FINISH TO BE REPAIRED WHERE NEEDED, 2-PART EPOXY TO MATCH

EXISTING.

4"

4"

4"

4"

4"

4" DRY VALVE, TYP.

6-INCH FEED FROM

FIRE PUMP6"

6"

6" MANIFOLD

SECOND FLOOR

6-INCH FEED FROM

FIRE PUMP

THIRD FLOOR

2½" RISER ASSEMBLY

4" RISER ASSEMBLY

4" RISER ASSEMBLY

6" 6"

6-INCH ISOLATION

BUTTERFLY VALVE

STAIR 3

DRAWING INDEX

ITEM SHEET NUMBER SHEET DESCRIPTION

1 PHX-D-TRACO-F000 COVER SHEET

2 PHX-D-TRACO-F001 SITE PLAN

3 PHX-D-TRACO-F100 BASEMENT FIRE PUMP PLAN

4 PHX-D-TRACO-F101 LEVEL 10 FIRE PUMP PLAN

5 PHX-D-TRACO-F102 EXISTING BASEMENT FLOOR PIPING PLAN

6 PHX-D-TRACO-F103 EXISTING FIRST FLOOR PIPING PLAN

7 PHX-D-TRACO-F104 EXISTING SECOND FLOOR PIPING PLAN

8 PHX-D-TRACO-F105 EXISTING THIRD FLOOR PIPING PLAN

9 PHX-D-TRACO-F106 BASEMENT FLOOR PIPING PLAN

10 PHX-D-TRACO-F107 FIRST FLOOR PIPING PLAN

11 PHX-D-TRACO-F108 SECOND FLOOR PIPING PLAN

12 PHX-D-TRACO-F109 THIRD FLOOR PIPING PLAN

13 PHX-D-TRACO-F110 STAIR 3 AND STAIR 4

14 PHX-D-TRACO-F111 SIXTEENTH FLOOR PLAN - NITROGEN

GENERATOR

15 PHX-D-TRACO-F500 FIRE ALARM GENERAL NOTES

16 PHX-D-TRACO-F501 FIRE ALARM PLAN - BASEMENT FLOOR

17 PHX-D-TRACO-F502 FIRE ALARM PLAN - FIRST FLOOR

18 PHX-D-TRACO-F503 FIRE ALARM PLAN - SECOND FLOOR

19 PHX-D-TRACO-F504 FIRE ALARM PLAN - THIRD FLOOR

20 PHX-D-TRACO-F600 THIRD FLOOR TEMPORARY OFFICE

21 PHX-D-TRACO-F700 COMPLEX AREA PHOTOGRAPHS

22 PHX-D-TRACO-F701 COMPLEX AREA PHOTOGRAPHS

23 PHX-D-TRACO-F800 FIRST FLOOR LOBBY

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

10/11/2023

PHX-D-TRACO-F000 X

2½" ANGLED HOSE

VALVE, PHX THREADS

2½" ANGLED HOSE VALVE, PHX THREADS

2½" ANGLED HOSE VALVE, PHX THREADS

2½" ANGLED HOSE VALVE, PHX THREADS

UG1

UG4

SRC

UG2

UG3

UG5

UG6

EXISTING REDUCED

PRESSURE PRINCIPAL

DEVICE

EXISTING REDUCED

PRESSURE PRINCIPAL

DEVICE

BF3

BF4

BF1

BF2

SITE LEGEND

FIRE HYDRANT

XXX HYDRAULIC REFERENCE

POINTS / NODES

UNDERGROUND SECTION VALVE

UNDERGROUND DOMESTIC

WATER LINE

UNDERGROUND FIRE

WATER LINE

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

FLOW TEST SUMMARY

SITE PLAN

PLAN

NORTH

1" = 20'-0"

FLOW TEST REDUCTION

ACTUAL REDUCED (10 PSI)

STATIC 79 69

RESIDUAL 72 62

GPM 2,287

SITE PLAN GENERAL NOTES:

A SIMILAR FLOW TEST WAS

PERFORMED, SAME DATE, ON THE

SOUTH SIDE OF THE PROJECT AREA.

THE MORE CONSERVATIVE RESULTS

WERE USED IN THE DESIGN PROCESS,

AND ARE SHOWN ON THIS SHEET.

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

BACKFLOW PREVENTER FRICTION LOSS

ENGINEERING SERVICES

LCC

LCC

TJF

10/11/2023

PHX-D-TRACO-F001 X

5 5.2

'-0

6" FEED FOR BASE

BUILDING AND

TRACON TO STAIR #3

6" FEED FOR

TOWER STANDPIPE

TO STAIR #1

6" FEED FROM FIRE

PUMP DISCHARGE

6" FEED FROM FIRE

PUMP BYPASS

6" FROM FLOW

METER LOOP

3 FIRE PUMP PLAN VIEW

1/2" = 1'-0"SCALE:

NORMALLY

OPEN

NORMALLY

OPEN

H4

H3

2 FIRE PUMP SECTION

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

'-0

NORMALLY

CLOSED

NORMALLY

OPEN

NORMALLY

OPEN

NORMALLY

CLOSED

NORMALLY

CLOSED

PO PI

H4 S1

S2H3

JOCKEY PUMP

CONTROLLER

FIRE PUMP

CONTROLLER

6" WATER

SUPPLY FROM

MUNICIPALITY

6" TO

EXTERIOR

FDC

6" TO EXTERIOR

TEST HEADER

6" FEED FOR

TOWER STANDPIPE

TO STAIR #1

6" FEED FOR BASE

BUILDING AND

TRACON TO STAIR #3

CLEAR ZONE

CLEAR ZONE

1 FIRE PUMP PLAN VIEW

1/2" = 1'-0"SCALE:

NORMALLY

OPEN

NORMALLY

OPEN

NORMALLY

OPEN

NORMALLY

OPEN

S2

UG1

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DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

X-### A

F-100

OS

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VA

LV

E w

/TA

MP

ER

CH

EC

K V

AL

VE

OS&Y VALVE w/TAMPER

RELIEF VALVE

3/32" ORIFICE IN CLAPPER

(TYP.2)

BRONZE CHECK VALVE W/

FIRE PUMP

1/2" GLOBE VALVE

PUMP CONTROLLER

PRESSURE SWITCH

(AT CONTROL PANEL)

BRONZE CHECK VALVE W/

3/32" ORIFICE IN CLAPPER

(TYP.2)

JOCKEY PUMP

1/2" GLOBE VALVE

CONTROLLER

PRESSURE SWITCH

(AT CONTROL PANEL)

RE

LIE

F V

AL

VE

1/4" PLUG

TEST CONNECTION AT OR

NOT LESS THAN 5 ft 0 in

1/2" BRASS/COPPER PIPE

AND FITTINGS

1/4" PLUG

1/4" PLUG

TEST CONNECTION AT OR

1/4" PLUG

NOT LESS THAN 5 ft 0 in

BRONZE CHECK VALVE W/3 /32" ORIFICE IN CLAPPER

SPRINKLER

PIPING

AFCON #410

PIPE CLAMP

2" x 2 1/2" BELL.

WELDED

2" COMPANION FLANGE W/

(4) 12" x 51

2" HILTI KWIK BOLT TZ

WELDED

CONCRETE

2" SCH 40 PIPE

BETWEEN CONTROL VALVE

CONNECT TO DISCHARGE

AND CHECK VALVE

BETWEEN CONTROL VALVE

CONNECT TO DISCHARGE

AND CHECK VALVE

1/2" BRASS/COPPER PIPE

AND FITTINGS

SUCTION DISCHARGE DISCHARGE

SENSING LINE

JOCKEY PUMP

JOCKEY PUMP

FIRE PUMP NOTES

1. FIRE PUMP INSTALLATION SHALL CONFORM TO NFPA 20 2022 EDITION.

2. FIRE PUMP SEQUENCING:

PRIMARY PUMP CHURN: 97 PSI

PRIMARY PUMP RATING: 90 PSI

STOP POINT FOR JOCKEY PUMP: 166 PSI

JOCKEY PUMP START POINT: 156 PSI

PRIMARY PUMP START POINT: 151 PSI

STOP POINT FOR PRIMARY PUMP: 166 PSI

THE PUMP WILL CONTINUE RUN UNTIL

1.MANUAL STOP OR

2.OPERATION BY AUTOMATIC PERIODIC EXERCISE TIMERS USED FOR THE

REQUIRED PREVENTIVE MAINTENANCE RUN TIMES OR

3. AUTOMATIC SHUT DOWN UPON TOTAL EXHAUSTION OF SUCTION WATER.

ALL PIPING TO BE REQUIRED TO BE HYDROSTATICALLY TESTED I.E.

SUCTION SIDE , DISCHARGE SIDE & TEST HEADER.

BASEMENT FIRE PUMP GENERAL NOTES:

1. FLOOR FINISH TO BE REPAIRED WHERE NEEDED, 2-PART EPOXY TO MATCH

EXISTING.

2. POWER TO PUMP CONTROLLERS SHALL BE ROUTED INTO THE BOTTOM OF THE

CONTROLLER.

3. FIRE PUMP AND ALL ASSOCIATED PIPING/VALVES TO BE REPLACED.

X-

A

F-100

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

10/11/2023

PHX-D-TRACO-F100 X

XXX

JOCKEY PUMP

CONTROLLER

FIRE PUMP

CONTROLLER

CLEAR ZONE

CLEAR ZONE

1 FIRE PUMP PLAN VIEW

1/2" = 1'-0"SCALE:

NORMALLY

OPEN

4" TO

EXTERIOR FDC

ON LEVEL 1

6" TO EXTERIOR

TEST HEADER ON

LEVEL 1

STAIR 2 STANDPIPE

CONNECTION

STAIR 1 STANDPIPE

CONNECTION

NORMALLY

OPEN

6" X 4"

CONC.

RED.

EXISTING FLOOR

PENETRATION FOR

FIRE PUMP FEED

NORMALLY

OPEN

NORMALLY

OPEN

3 FIRE PUMP SECTION

1/2" = 1'-0"SCALE:

6" TO

EXTERIOR FDC

6" TO EXTERIOR

TEST HEADER

6" FROM FLOW

METER LOOP

6" FEED TO

STAIR 1

6" FEED TO

STAIR 2

6" FEED FROM FIRE

PUMP DISCHARGE

6" FEED FROM FIRE

PUMP BYPASS

NORMALLY

CLOSED

NORMALLY

OPEN16

'-0

2 FIRE PUMP SECTION

1/2" = 1'-0"SCALE:

NORMALLY

CLOSED

NORMALLY

CLOSED

NORMALLY

OPEN

NORMALLY

OPEN

NORMALLY

OPEN

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DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

FIRE PUMP NOTES

1. FIRE PUMP INSTALLATION SHALL CONFORM TO NFPA 20 2022 EDITION.

2. FIRE PUMP SEQUENCING:

PRIMARY PUMP CHURN: 76 PSI

PRIMARY PUMP RATING: 65 PSI

STATIC PRESSURE FROM BASEMENT FIRE PUMP: 82 PSI

STOP POINT FOR JOCKEY PUMP: 158 PSI

JOCKEY PUMP START POINT: 148 PSI

PRIMARY PUMP START POINT: 143 PSI

STOP POINT FOR PRIMARY PUMP: 158 PSI

THE PUMP WILL CONTINUE RUN UNTIL

1.MANUAL STOP OR

2.OPERATION BY AUTOMATIC PERIODIC EXERCISE TIMERS USED FOR THE

REQUIRED PREVENTIVE MAINTENANCE RUN TIMES OR

3. AUTOMATIC SHUT DOWN UPON TOTAL EXHAUSTION OF SUCTION WATER.

ALL PIPING TO BE REQUIRED TO BE HYDROSTATICALLY TESTED I.E.

SUCTION SIDE , DISCHARGE SIDE & TEST HEADER.

LEVEL 10 FIRE PUMP GENERAL NOTES:

1. POWER TO PUMP CONTROLLERS SHALL BE ROUTED INTO THE BOTTOM OF THE

CONTROLLER.

2. FIRE PUMP AND ALL ASSOCIATED PIPING/VALVES TO BE REPLACED BACK TO

VERTICAL RISERS.

X-### A

F-100

X-

A

F-100

OS

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VA

LV

E w

/TA

MP

ER

CH

EC

K V

AL

VE

OS&Y VALVE w/TAMPER

RELIEF VALVE

3/32" ORIFICE IN CLAPPER

(TYP.2)

BRONZE CHECK VALVE W/

FIRE PUMP

1/2" GLOBE VALVE

PUMP CONTROLLER

PRESSURE SWITCH

(AT CONTROL PANEL)

BRONZE CHECK VALVE W/

3/32" ORIFICE IN CLAPPER

(TYP.2)

JOCKEY PUMP

1/2" GLOBE VALVE

CONTROLLER

PRESSURE SWITCH

(AT CONTROL PANEL)

RE

LIE

F V

AL

VE

1/4" PLUG

TEST CONNECTION AT OR

NOT LESS THAN 5 ft 0 in

1/2" BRASS/COPPER PIPE

AND FITTINGS

1/4" PLUG

1/4" PLUG

TEST CONNECTION AT OR

1/4" PLUG

NOT LESS THAN 5 ft 0 in

BRONZE CHECK VALVE W/3 /32" ORIFICE IN CLAPPER

SPRINKLER

PIPING

AFCON #410

PIPE CLAMP

2" x 2 1/2" BELL.

WELDED

2" COMPANION FLANGE W/

(4) 12" x 51

2" HILTI KWIK BOLT TZ

WELDED

CONCRETE

2" SCH 40 PIPE

BETWEEN CONTROL VALVE

CONNECT TO DISCHARGE

AND CHECK VALVE

BETWEEN CONTROL VALVE

CONNECT TO DISCHARGE

AND CHECK VALVE

1/2" BRASS/COPPER PIPE

AND FITTINGS

SUCTION DISCHARGE DISCHARGE

SENSING LINE

JOCKEY PUMP

JOCKEY PUMP

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

10/11/2023

PHX-D-TRACO-F101 X

XXX

SOV

FROM FIRE PUMP

STANDPIPE FEED

2" DRAIN

1¼" RISER ASSEMBLY

6" COMBINATION

STANDPIPE W/

STANDPIPE ISOLATION

VALVE

1¼" RISER ASSEMBLY

DRAIN TO

AREAWAY

OPEN TO ABOVE

STANDPIPE AND

DRAIN SEISMIC

ASSEMBLY

4" BUTTERFLY

VALVE

PRE-ACTION

SYSTEM LEVEL 3

STAIR #4 HORIZONTAL

STANDPIPE

PRE-ACTION

SYSTEM LEVEL 2

6" STANDPIPE

2" DRAIN

2" DRAIN UP

1 EXISTING BASEMENT PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3

7-11

3-

8½

0-7½

1-8

1¼ 2-

1¼ 6- 3½

1¼ 8-

½

1¼ 9-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 4-

1¼ 8-

½

1¼ 3-

1-3½

1¼ 8-

½

1¼ 7- 7½

1¼ 4-

1¼ 1- 8½

1¼ 2-3½

1¼ 1-

1¼ 6-

½

1¼ 6-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

2½ 0-6

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1- 32½

3-4 2½ 2-0

2½ 4-

2½ 8-

2½ 0-

2½ 6-

2½ 4-0

2½ 12-10

2½ 18-4

2½ 2- 4½

2½ 0-

2½ 3-

2½ 3-

2½ 2- 2½

2½ 3-

2½ 3-

2½ 3-

2½ 1-

2½ 4-

2½ 3-

2½ 0-

1½ 2-

1½ 1-7½

1¼ 10-6½

1¼ 0-4

1¼ 0-6

1¼

-5 ½

1¼ 9-

½

1¼

-5 ½

1¼ 9-

½

1¼ 8-2

1¼ 7-10½

1¼ 5-4

1¼ 1-10

1¼ 3- 7½

1¼ 5-4

1¼ 1-10

1¼ 7-10½

1½ 2-3

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 3-1½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 1-10

1¼ 7-10½

1¼ 7-4½

1¼ 0- 9½

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 7-4½

1¼ 7-10½

1¼ 3-0

1¼ 2-3

1¼ 5-3

1¼ 7-10½

2½ 16-1

2½ 3-4

2½ 10-6

2½ 0-6

1½ 0-

1½ 0-

1½ 6-

½

1½ 6-

½

1½ 6-

½

1½ 6-

½

2-0

1-0

4 7-

4 7-

7-

5-5

2-10

-7

-1

6 8-

8-0

6 9-

2-6½

5-10½1

5-2½

1¼ 1-

3½

2-1½

6 9- 2½

6-5

-1

1½ 4- 5½

1½ 6- 9½

1¼ 3-

4-4½

11-7½ 1 2-

11-0

1-4

1½ 1-3

½

24-0

1-5½

4 4

0-5

½

2½ 1-1½

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 2-11

1¼ 1-11½

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

2½ 3-

2½ 2- 8½

2½ 2- 8½

2½ 3- 2½

2½ 3-

2½ 3-

2½ 3-

2½ 3-

2½ 2-

2½ 4-7

2½ 0-6

2½ 3-2

1¼ 3- 2½

1¼ 2-

2½ 5-8

2½ 2-10

2½ 0-10 2½

2-0 2½ 3-4

2½ 3-4

2½ 3-4

2½ 3-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-6

2½ 3-2

2½ 3-2

2½ 4-6

2½ 3-

2½ 4-

2½ 2-

1¼ 3-

1¼ 2-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 1- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

3-44

2-0 44-842-643-5

2-104

2-0 44-842-640-11

2-10

2-0

1-5

3-4

3-4

3-4

8-10½

3-4

8-10½

3-4

8-10½

3-4

3-4

3-5

8-10

8-8

3-4

3-4

8-10

8-8

3-4

3-4

8-10

8-8

4-5

1¼ 4-2½

3-6

4-4½

4-6

4-6

6-7

1 0-

1 1-

1 0-

1 1-

1 4-

1 0-

1-3

1 4-

1 0-

1-3

1-3

0-

0-9

3-8

0-

0- 8 1

1-7

0-8

0-8

0-

3-7

0-8

0-8

0-8

FIRE

PUMP

ROOM

6" STANDPIPE,

LEVEL 10 FIRE

PUMP FEED

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F102 X

EQ. EQ.

EQ.

71.9878

EQ.

EQ.

EQ. EQ.

71.9878

EQ. EQ.

75.0237 75.0237 75.0237 75.0237

EQ.

EQ.

74.0000

EQ.

20.0000

20.0000

MISSING WALL

MECHANICAL

TEE

6" COMBINATION

STANDPIPE W/

ISOLATION VALVE

6" STANDPIPE

FROM BASEMENT

WITH GATE VALVE

2" DRAIN

6" STANDPIPE

2" DRAIN

8" TEST HEADER

CONNECTION TO

FP-2

4" UP TO 10TH

FLOOR FIRE PUMP

(FP-2)

TEST HEADER CONNECTION

FOR FP-2 FROM 10TH FLOOR

3 X 2½" WITH CONTROL VALVES

SOV

METRAFLEX

SPRINKLER FCA

4" STANDPIPE

RISER

1 EXISTING FIRST FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3 STAIR 4

9-

½

5-11½

6-5½

1 0-

0-

½

0-

½

0-10½

10-11½

4-

9½ 1¼ 5- 6½

8-

1 5-

4-10

2-11

1¼ 0-9

½

3 6-

3-1

9-10 1

1-

3 0-

5-

0-8 ½

1¼ 0-8

½

4-3

7-4½

4-

½

7-

0½

1¼ 5-2

9-10½

10-0½

8-10½

4-

½

3 5-

1-

2½

1¼ 0-8

½

1¼ 5-8

8-10½

10-6½

7-10½

1¼ 5-8

8-

½

1¼ 6-11

1¼ 8-10½

1¼ 10-6½

1¼ 7-10½

7-

9½

0-6½

5-

8½ 3 8-

0-

1-0

1¼ 0-8

½

0-8 ½

1¼

0-8 ½

-0

0-6

1¼ 8-10½

1¼ 8-10½

8-10½

0-8

-0

0-81½ 8-2

1½ 8-10½

1¼ 7-7

1-1½

4-1½

1¼ 1-1

4-7½

1 3-

1¼ 2- 4½1 2-

0-2

2½ 2-9

2½ 6-0

1 6-

1 5-

7-

3-11

2½ 4-8½

2½ 1-3½

2½ 10-0

7-10

1 5-

4-

6-

2½ 1-0

2½ 7-

2½ 1- 6½

1¼ 11-0

11-3

3-9

7-10

2½ 0-

2½ 2- 6½

1¼ 1-6

3-0

1-

4½

3-

½

6-6

9-10

1¼ 2-10

1¼ 4-4½ 1

4-10

11-4

7-10

2½ 6-

2½ 1-

10-10

6-4

13-10

1 0-

1 1-

1¼ 1-6

8-5

5-3½

1 1-

1 1-

2½

-2 ½

1¼ 2-0

1-

3½

0-

7-11

5-3½

11-10

2½ 0- 5½

0-8

2½ 1- 6½

2½ 1- 2½

10-10

6-4

13-10 1 1-

2½ 5-

8-10

6-6½

0-

9½

2½ 1-

1 1-

1¼ 0-8 1¼

6-7

4-10

11-4

7-10

2½ 3- 6½

2½ 0-

½

8-10

6-7

7-101

2- 0½

1 1- 2 1

0- 8½

1¼ 0-8

10-10

11-1

10-2

1-

0½

2½ 8- 5½

2½ 2-

2½ 0-

4-3½

11-10

5-7

9-10

11-10

2½ 3-0

2½ 8-8½

2½ 5-3½

1¼ 10 -0

9-

½

1-

4½

1-

½

11-4

7-10½

2½ 10-3

2½ 6-2½

1-

8½

2½ 0-6

2½ 23-1

2½ 24-0

2½ 2- 8½

12-9

9-10

2½ 3- 8½

6-0

11-10

12-1½

9-5 1 1-

1-

3½

1-

6½

2½ 2- 11 1 1-

4 1 1- 4 1 1-

0-

9½

1¼ 5-6

1¼ 13-10

13-10

2-4½

3-7

2½ 8-

2½ 0-

5-0½

12-7

11-10

9-0

14-10½

9-10

2½ 2-

3-5

1¼ 3-6

11-61¼

9-6

7-3

7-91

1- 5½1

0- 2½

2½ 3-

2½ 1- 6½

1¼ 12-9

1¼ 9-10

8-4

1 3-

1-

1½

1-

½

8-3

2-7

2½ 7-

1¼ 3-6

1¼ 11-6

1¼ 9-6

1 2-

7-3

7-9

3-

1½ 1 2- 7 1

1-

1 4-

0-4

2½ 4- 1½

1¼ 3-5

1¼ 9-2

1¼ 9-10

1¼ 7-4

1-

3½

3-

8½

2-

2½

8-2½

1 3-

1-10

1 2-

1-

6½

2½ 7-

½

1¼ 3-6

8-81

1-

7-9

1 3-

2½ 1-

½

2½ 0-

3-5

2½ 3-

1¼ 12-9

1¼ 9-10

1¼ 8-4

10-2½

1-

8½

3-

3½ 2½ 4-

1¼ 4-6

1¼ 9-9½

10-3

0-

7½

7-3

7-9

0-

½ 1

1- 4½

2½ 2-

1¼ 3-5

1¼ 9-2

8-41

2-0

6-8½

1 3- 21 0-

0-

6½

1 1-

1 0-

2½ 4-

1¼ 8-1

1¼ 10-2

10-2

10-4

3-11½

1 3-

2½ 1-

1¼ 8-1½

1¼ 0-5½

11-10

7-4

8-6 1

0- 5½

2½ 6-

2½ 3-

2½ 2- 5½

2½ 0-

1¼ 6-6

1¼ 4-7

8-11½

1¼ 12-1½

2-

3½

1 1-

1 6-

1 1-

3-2½

7-6

1 2-

1¼ 5-0

1¼ 12-0

11-7

7-10

11-7

1-

5- 3½

2-

4½

0- 4½

4 9-

17-10

1½ 2-

1½ 1-

6-6

1-10

1¼ 9-

9-10

1¼ 6-

1 1-

1-

1 0- 4 1 0- 4 1 0-

0-

4½

0-

5-9½

1¼ 0-10

5-9½

0-8½

1 4-

1-10½

9-9½1 0-

1 0-

1-

3-6½

1-

4½

1-

8½1 1-

8½

2½ 1-9½

1-

8½

3-9½

5-10½

1-

8½1 1-

8½

5-4½

9-10½

6-5½

3 6-

-0

4-

½

1- 8½

3-9½

13-10

14-5½

12-10½

1-9½

8-7½

0-4

11-0½

0-4

11-0½

1¼ 0-9

½

0-6

3-10

1¼ 7-8

1¼ 3- 8½

1-

0½

3 3-

-4 ½

1 0-

-4 ½

1 0-

24-0

5-8

0-6

1½ 8-2

0-6½

0-6½

0-6½

2-1

24-0

24-04

5-9

4 6-

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F103 X

6" STANDPIPE

4" UP TO 10TH

FLOOR FIRE PUMP

(FP-2)

TEST HEADER

CONNECTION FOR FP-2

FROM 10TH FLOOR

6" COMBINATION

SPRINKLER/STANDPIPE

RISER

EXPRESS DRAIN

4" STANDPIPE

RISERSPRINKLER FCA

1 EXISTING SECOND FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3 STAIR 4

11'-10"

7'-9"19'-10"

2½ 2-2 6

1-

½

2½ 4-

2½ 1-11½

11-9

10-10

1 2-

1-4

2½ 2-0 1 1-

2½ 6-1

2½ 7-5

1 7-

7-

10 1 7-

1 7-

2½ 6-7

2½ 0-9½

2½ 6-4½

2½ 2- 5½

1¼ 9-8

1¼ 7-0

2-8

9-10

1-10½

1 6-

6-1½

1¼ 8-

9-

½

1 2-

1 1-

8-0

6-0

2½ 9-

2½ 0-

2½ 13 -7

2½ 6-

2½ 3-

2½ 0-

2½ 6- 5½

2½ 7-

½

2½ 7- 5½

2½ 1- 3½

2½ 0-

4-5

15-0

7-8

5-7

13-10

7-9

1 2-

1 1-

13-10½

9-10

7-10

3-5

11-10

1-3

2-10

12-3½

9-6

1 1-

8-8

9-10

9-6 1 1-

61 1-

0-

½

1¼ 2-7

11-10

7-10

5-7

1-

5-9

9-4½

10-5

1-

3½ 1 0-

6½

1¼ 4-10

6-6

5-6

8-11 1-

0-

9½ 1 0-

9½ 1 0-

9½

1 1- 21 1-

4-8

13-10

1¼ 4-0½

9-6

10-11½

7-10

1¼ 1-9

½

1¼ 7-5½

1¼ 5-7½

1¼ 5-9½

7-5

1 1-

6-4

2-8

5-6

2-

3 8-

23-11½

24-0

1½ 2-

1½ 1- 1 1

6-6

4-0

1¼ 9-

1-5½

9-10

1¼ 6-

1 3-

1 1-

1 2-

2-11½

5-5½

4-11½

1-

6½

1 1-

1-10

1 0- 3 1 0-

1-

1½

9-5

3 2-

1¼ 4-8

6-11½

6-3

9-10

1¼ 4-9

7-10

11-3½

13-10

3 9-

1¼ 1-8

12-10

3-

1¼ 0-10

5-11

6-3½ 1 1-

1 3-

1-3

½

0-

7½ 3 0-

1¼ 10-91

1-

3-

0-10

11-10

2-10

2-

6-1½

3-

5½

3 6-

1¼ 7-8

3 0-

1¼ 6-10

1¼ 0-10

1¼ 7-10

3-10

3-10

7-10½

1 6-

1 0-

5-

0½

1 1-

1 3-

2-

7½

3 0-

1¼ 1-9

11-10

17-10 1

1-

0-

3 8-

1¼ 10-9

12-10

11-10

3-101

1- 10 1

0-

3 4-

1-

5-9

1¼ 3-8

1¼ 0-10

1¼ 18-10

8-10

4-10

3-10½

3-

1-

3-

1 2-

3 8-

1¼ 3-9

1¼ 11-10

1¼ 5-10

1¼ 7-10

1¼ 9-10

3-10

3-11½

1-1

1 2-

1 4-

0-

10 1 1-

0-

1-

1¼ 9-8

1¼ 5-10

1¼ 3-10

1¼ 1-10

5-10

5-10

5-10

1-

2-

5-

5-

2-

3-

3 2-

3 0-

-6

1¼ 3-9

1¼ 11-10

1¼ 5-10

1¼ 9-10

1¼ 7-10

3-10

4-1½

1-0

1 2-

4-

0½

0-

0-

3-

1-

1¼ 9-8

1¼ 5-10

11-10

5-10

5-10

3-

0-

1-

0-

19-10

7-9

3 8-

3 4-

1¼ 1-8

1¼ 2-10

1¼ 10-10

1¼ 1-10

3-10

6-10

4-10

3-

5-

3-

3-

3 0-

3 1-

1¼ 10-9

1¼ 8-10

11-10

2-101

4-10

3-

4-

0-

1-

3-8½

16-10

4-10

1-

3 8-

3 3-

7-9

13-10

3-10

2-

2-

7-8½

5-10

2-

3 4-

6-9 3 1-

3 4-

13-9

3 2-

3 0-

P P

P P

P

P

P

P

P

P

P

P P

P

P

P

P

P

P - SPRINKLERS IN EQUIPMENT RING SOFFIT REMOVED AND PLUGGED (TYPICAL)

3-0½

4-9

1-

6½

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F104 X

FLOOR FIRE PUMP

(FP-2)

TEST HEADER

CONNECTION FOR FP-2

FROM 10TH FLOOR

6" COMBINATION

SPRINKLER/STANDPIPE

RISER

EXPRESS DRAIN

4" STANDPIPE

RISER

1 EXISTING THIRD FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

2½ 2-2

2½ 0-

1 8-

2½ 0-

1-

½

0-7½

2½ 0-

2½ 0-6

2½ 6-

1¼ 0-8

½

2½ 3-3½

2½ 6-5

3-

1 9-

8-

-4

8-

2½ 4-0

1 3-

2½ 0-8½

2½ 2-5½

9-

8½

9-

½

2½ 3-3

2½ 5-4½

1¼ 6-

1 7-

3-

3½

2- 1½

8-2½

2½ 1-8

2½

-8 ½

2½ 10 -0

2½ 0-

1¼ 6-2½

7-6

9-10

5-10

1¼ 7-3

9-10

6-0½

13-10

1¼ 6-2½

7-6

9-10

7-10

1¼ 7-3

9-10

6-0½

13-10

1¼ 7-

7-0½

4-7½

8-3½

3-

3-

2½ 9-1½

1¼ 3-4½

9-6½

11-10

2½ 4-

2½ 1- 7½ 1¼

1-81 0-

½

1 0-

1¼ 9-10

1 1-

1¼ 10-2 1¼

9-0½

1 0-

6-11½

5-10

5-10

2½ 3- 6½

2½ 5- 9½

1¼ 3-4½

5-4½

7-10½

8-0

1 0-

0-

½1

0-

½

2½ 0-

1¼ 1-8

1¼ 9-10

1¼ 10-2

1¼ 5-7

6-5½

7-10

7-10

1 0-

1 0-

3-

3½

1 0-

2½ 12 -7

1¼ 3-4½

5-4½

7-10½

8-0

1 1-

1 1-

0-

2½

1¼ 1-8

1¼ 9-10

1¼ 9-2

1¼ 6-1½

6-11

7-10

7-10

1 1- 2 1 1- 2 1 1-

1 0- 7 1 0- 71 0-

2½ 4-

1¼ 2-3

8-10½

8-10

8-10

0-

0-

1¼ 9-3

1¼ 11-10

11-10

11-10

4-10 1

1-

2½ 8-

1¼ 2-3

8-10½

8-10

8-10

1 1-

1¼ 2-3

8-10½

8-10

8-10

1 1- 21 1- 21 1-

0-

10 1 0-

2½ 2-

2½ 7-

2½ 0-

1¼ 9-3

1¼ 11-10

11-10

11-10

1¼ 9-3

1¼ 11-10

11-10

7-10

8-10

1 1- 2 1 1- 2 1 1- 2 1 1-

0-

10 1 0-

10 1 0-

10 1 0-

2-

1¼ 11-10

11-10

-4

2-

½

-9

23-11

24-0

15-2

-1

-3 ½

4-1½

6-6

3-6

10-0

8-0

2-0

7-

2½

-1

-1

7-

2½

-1

-1

7-

2½

-1

-1

7-

2½

-1

-1

0-6

1-10

2-

2½

9-

2-

2½

9-

9-

2-

2½

9-

9-

1¼ 2- 2½

9-

9-

7-

1¼ 2- 2½

9-

9-

7-

1¼ 2- 2½

9-

9-

7-

1¼ 2- 2½

9-

9-

7-

7-

2½1 7-

2½

3-2

4-3

3-9

1 6-

15-5½14-2½

7-

2½

8-0

5-9

1-

7½

-1

1-

0½

-1

1-63

3-10

0-6

1¼ 9-

½

9-

½

1 6-

3-

2½

6-11½

2-

5½

1-

5-10½

4-5½

1¼ 7-

1½ 4-

-4

-4

9-6

2-2½

9-6

2-2½

3-6

5-10½

1¼ 1-

4-

4½

1-

0-

2½ 2-0

1 2-

13-11

7-10

7-10

2½ 1-4

2½ 6-4

1 2-

2½ 0-6½

2-

2½ 4-

2½ 2-10½ 1 2-

9-

8½

9-

½

1¼ 2- 3½

0-2

2½ 11-6

1 2-

1 7-

2½ 4-4½

2½ 2-9

2½ 7-9

1 2-

2½ 12-0

1 2-

2½ 4-3

2½ 5-5½

1¼ 2- 3½

11-10½

8-9½

0-6

2½ 0-

3-

1 1- 0 1 1- 0 1 1-

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

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12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F105 X

6" STANDPIPE,

LEVEL 10 FIRE

PUMP FEED

FROM FIRE PUMP

STANDPIPE FEED,

SEE F100 FOR

CONTINUATION

2" DRAIN

1¼" RISER ASSEMBLY

6" COMBINATION

STANDPIPE W/

STANDPIPE ISOLATION

VALVE

1¼" RISER ASSEMBLY

WITH WATERFLOW

MAIN DRAIN LOCATION:

DRAIN TO AREAWAY W/

SUPERVISED BALL VALVE

FOR NITROGEN INERTING

OPEN TO ABOVE

STANDPIPE AND DRAIN

SEISMIC SEPARATION

ASSEMBLY, PROVIDE

AUXILIARY DRAINS FOR

LOW POINT DRAINING

AND NITROGEN

PURGING. DRAIN FIRST

BEFORE NITROGEN

PURGING.

STAIR #4 HORIZONTAL

STANDPIPE

6" STANDPIPE

2" DRAIN

2" DRAIN UP

1 NEW BASEMENT PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3

SPB1

H1

H2

INLINE

CORROSION

DETECTOR AT

TOP OF RISER

2½" BUTTERFLY

VALVE W/ CHAIN

OPERATION

2½" BUTTERFLY

VALVE W/ CHAIN

OPERATION

AUTOMATIC

AIR VENT

AUTOMATIC

AIR VENT

AUXILIARY DRAIN

CONNECT TO ADJACENT

FLOOR DRAIN

1-4

1¼ 1-

1¼ 9-

1¼ 8-

½

1¼ 9-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 5-

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 8-

½

1¼ 2-

1¼ 8-

½

1¼ 3-

1¼ 1-3½

1¼ 8-

½

1¼ 7- 7½

1¼ 4-

1¼ 1- 8½

1¼ 2-3½

1¼ 1-

1¼ 6-

½

1¼ 6-

½ 1¼

9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 9-

½

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

2½ 0-6

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

1¼ 7- 4½

1¼ 7-

½

1¼ 1-

2½ 3-4

2½ 2-2

2½ 4-

2½ 8-

2½ 0-

2½ 6-

2½ 4-0

2½ 12-10

2½ 18-4

2½ 2- 4½

2½ 0-

2½ 3-

2½ 3-

2½ 2- 2½

2½ 3-

2½ 3-

2½ 3-

2½ 1-

2½ 4-

2½ 3-

2½ 0-

1½ 2-

1½ 1-7½

1¼ 10-6½

1¼ 0-4

1¼ 0-6

1¼

-5 ½

1¼ 9-

½

1¼

-5 ½

1¼ 9-

½

1¼ 8-2

1¼ 7-10½

1¼ 5-4

1¼ 1-10

1¼ 3- 7½

1¼ 5-4

1¼ 1-10

1¼ 7-10½

1½ 2-3

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 3-1½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 1-10

1¼ 7-10½

1¼ 7-4½

1¼ 0- 9½

1¼ 7-4½

1¼ 7-10½

1¼ 2-3

1¼ 5-3

1¼ 7-10½

1¼ 7-4½

1¼ 7-10½

1¼ 3-0

1¼ 2-3

1¼ 5-3

1¼ 7-10½

2½ 16-1

2½ 3-4

2½ 10-6

2½ 0-6

1½ 0-

1½ 0-

1½ 6-

½

1½ 6-

½

1½ 6-

½

1½ 6-

½

7-

5-5

6 8-

8-0

6 9-

2-6½

5-10½1

5-2½

1¼ 1-

3½

2-1½

6 9- 2½

6-5

-1

1½ 4- 5½

1½ 6- 9½

1¼ 3-

4-4½

11-7½ 1 2-

11-0

1-4

1½ 1-3

½

24-0

1-5½

0-5

½

2½ 1-1½

1¼ 1-11½

1¼ 1-11

1¼ 3-0

1¼ 1-11½

1¼ 1-11

1¼ 2-11

1¼ 1-11½

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

1¼ 3-0

1¼ 1-11½1¼

1-11

2½ 3-

2½ 2- 8½

2½ 2- 8½

2½ 3- 2½

2½ 3-

2½ 3-

2½ 3-

2½ 3-

2½ 2-

2½ 4-7

2½ 0-6

2½ 3-2

1¼ 3- 2½

1¼ 2-

2½ 5-8

2½ 2-10

2½ 0-10 2½

2-0 2½ 3-4

2½ 3-4

2½ 3-4

2½ 3-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-4

2½ 4-6

2½ 3-2

2½ 3-2

2½ 4-6

2½ 3-

2½ 4-

2½ 2-

1¼ 3-

1¼ 2-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 3-

1¼ 3-

1¼ 1- 7½

1¼ 3-

1¼ 3-

1¼ 2- 7½

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

1¼ 4-

1¼ 2-

½ 1¼ 1-

2-10

2-04

1-5

3-4

3-4

8-10½

3-4

3-4

8-10

8-8

1¼ 4-2½

3-6

4-4½

4-6

4-6

6-7

0-

7½

1 1-

1 0-

1-3

1-3

0-

0-9

3-81

0-

0-

8 1 1-7

0-8

0-8

10-8

3-7

0-8

10-8

0-8

FIRE

PUMP

ROOM

EXISTING

PRE-ACTION

SYSTEM TO BE

DEMOLISHED

DEMO

DEMO

DEMO

DEMO

DEMO

DEMO

DEMO

DEMO

DEMO

DEMO

D

EM

O

D

EM

O

D

EM

O D

EM

O

SEE F100 FOR

CONTINUATION

ECS RIS-1

INERTING STATION

AUXILIARY DRAIN,

GANG BRANCHLINES

TOGETHER

ECS RIS-1

INERTING STATION

1¼ 8-

½

0-

7½

1¼ 8-

½

0-

7½

1¼ 2-

0-8

0-8

2-0

1-2

1 3-

0-8

3-7

AUXILIARY DRAIN

AND PIPE TO

FLOOR DRAIN

1¼ 2-5

1¼ 5-1½

5-1½

1 4-

1 2-

4" BUTTERFLY

VALVE W/ CHAIN

OPERATION

CORE AND DRILL

CONCRETE WALL

SHEET LEGEND

NEW BUTTERFLY ISOLATION

VALVE

XXX HYDRAULIC REFERENCE

POINTS / NODES

PIPE HANGER

LATERAL SEISMIC BRACING

FOUR-WAY SEISMIC

BRACING

LONGITUDINAL SEISMIC

BRACING

PIPING OFFSET

FLEXIBLE HOSE SPRINKLER

DROP

RIGID ONE-SIDED

BRANCHLINE RESTRATINT

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

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APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SEISMIC BRACING AND RESTRAINT NOTES:

1. LATERAL BRACING AND LINE RESTRAINTS SHALL NOT BE REQUIRED FOR PIPES SUPPORTED BY RODS

LESS THAN 6" IN ACCORDANCE WITH NFPA 13 SECTION 18.6.5

2. FOUR-WAY BRACE SHALL CONSIST OF 1 LATERAL AND 1 LONGITUDINAL BRACE PER DETAILS IN

COMPLIANCE WITH SECTIONS 18.5.5.8 AND 18.5.6.2.

3. A FOUR-WAY BRACE SHALL BE PROVIDED AT THE TOP OF EACH SPRINKLER RISER AND STANDPIPE PER NFPA 13 SECTION 17.4.5.4, AND AT MAXIMUM 25 FEET SPACING ON INDIVIDUAL RISERS.

4. LATERAL BRACING TO ACT AS LONGITUDINAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LONGITUDINALLY PER NFPA 13 SECTION 18.5.5.8

5. LONGITUDINAL BRACING TO ACT AS LATERAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LATERALLY PER NFPA 13 SECTION 18.5.6.2

BRACE PIPE

LONGITUDINAL SEISMIC BRACE

THREADED BRACE PIPE -

FIG. 910

SWIVEL SWAY

BRACE FITTING

FOR SWAY BRACE

PIPE CLAMP

FIG. 4A

BRACE PIPE

SWAY BRACE ATTACHMENT

``FAST CLAMP''

LATERAL SEISMIC BRACE

BRACE PIPE THREADED ONE END

FIG. 1000

FIG. 910

SWIVEL SWAY

BRACE FITTING

R

SELF DRILLING ANCHOR, ROD AND RING

POST-INSTALLED

ADJUSTABLE RING HANGER

TOLCO

ALL THREAD ROD

CONCRETE ANCHOR

SURGE RESTRAINERS

BRANCH LINE SWAY RESTRAINT

BRANCH LINE

EQ.

CONCRETE DECK

SWIVEL ATTACHMENT

45 DEG.

EXPANSION ANCHOR MIN.3/8"

BRACING AND RESTRAINTS NOT SHOWN

BRACING AND RESTRAINTS NOT SHOWN

TOLCO

TOLCO

E Q

AUTOMATIC AIR VENT DETAIL

ECS PAV-WNS NITROGEN

INERTING VENT

PGSP-1 GAS

SAMPLE PORT

1" GATE VALVE

AUXILIARY DRAIN W/ PLUG

OR DRAIN TO EXTERIOR

BRANCHLINE

PROVIDE VALVES WITH LOCKABLE

OR REMOVABLE HANDLES TO

AAV PRESSURE SENSOR WIRING INSTALLATION DETAIL

PREVENT TAMPERING

JUNCTION BOX

OVER PRESSURE

SENSOR

FLEXIBLE STEEL

CONDUIT

MONITORING

MODULE

ECS PAV-WNS

NITROGEN

INERTING VENT

CEILING WHERE APPLICABLE

INSTALL COMPRESSION

FITTING OVER METAL

PORTION OF PRESSURE

SENSOR

NOTE: NO HANGING FROM SHARED

SUPPORT STRUCTURES I.E DUCTS.

F-100

GENERAL NOTES:

1. WHERE POSSIBLE, ALL NEW AND REPLACEMENT PIPING SHALL BE INSTALLED WITH

BRANCHLINES HAVING A PITCH TOWARDS DRAIN OF ½" PER 10-FEET, AND MAINS SHALL BE

INSTALLED HAVING A PITCH OF ¼" PER 10-FEET SIMILAR TO THE REQUIREMENTS OF

PRE-ACTION SYSTEMS IN ACCORDANCE WITH 2022 NFPA 13, SECTION 16.10.3.2.

2. * - RIGID ONE-SIDED BRANCHLINE RESTRAINT, SEE DETAIL ON THIS SHEET.

3. SPRINKLER DROPS SHALL BE EASYFLEX FLEX 72" SPRINKLER HOSE - ULTRA HIGH

PERFORMANCE OR EQUIVALENT.

4. SEE F700 AND F701 FOR INFORMATION PHOTOGRAPHS WHICH IDENTIFY KEY CEILING AND

OVERHEAD CONDITIONS WHERE INSTALLATION MAY BE MORE CHALLENGING.

TY

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NI

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QT

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IN

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D

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FR

R A3

SS

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QR

BR

AS

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8.

¾

0°

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

1 FIRST FLOOR LOBBY

1/8" = 1'-0"SCALE:

F-106

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F106 X

1 FIRST FLOOR LOBBY STAIR SECTION

1/4" = 1'-0"SCALE:

FEED FROM FIRST

FLOOR LOBBY

SPRINKLER PIPING

PROVIDE

SPRINKLER

PROTECTION

UNDER STAIR

EQ. EQ.

EQ.

71.9878

EQ.

EQ.

EQ. EQ.

71.9878

EQ. EQ.

75.0237 75.0237 75.0237 75.0237

EQ.

EQ.

74.0000

EQ.

20.0000

20.0000

6" COMBINATION

STANDPIPE W/

ISOLATION VALVE

6" STANDPIPE

FROM BASEMENT

WITH GATE VALVE

2" DRAIN

6" STANDPIPE

2" DRAIN

FDC PIPING UP TO

10TH FLOOR FIRE

PUMP (F101)

TEST HEADER CONNECTION

FOR F101 FROM 10TH FLOOR

3 X 2½" WITH CONTROL VALVES

METRAFLEX

SPRINKLER FCA

4" STANDPIPE

RISER

1 NEW FIRST FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3

SP1

3" BUTTERFLY

VALVE

2½" BUTTERFLY

VALVE

2½" BUTTERFLY

VALVE

REMOVE AND REPLACE

ALL PIPING, RESTORE

CEILINGS TO ORIGINAL

CONDITION

AUTOMATIC

AIR VENT

AUXILIARY DRAIN

WITH ACCESS PANEL

AUXILIARY DRAIN

W/ ACCESS PANEL

AUXILIARY DRAIN

W/ ACCESS PANEL

SPRINKLER

BELOW

SOFFIT ON

INTERMEDIATE

LANDING

9-

½

5-11½

5-8½

2-1½

9-8½

4-

9½ 1¼ 5- 6½

8-

1 5-

4-10

2-11

1¼

0-9

½

3 6-

5-8

7-8

3 0-

3 5-

0-8

½

1¼ 0-8

½

4-3

7-4½

4-

½

7-

0½

1¼ 5-2

9-10½

10-0½

8-10½

4-

½

3 5-

1-

2½

1¼ 0-8

½

1¼ 5-8

8-10½

10-6½

7-10½

7-4

8-

½

1¼ 6-11

1¼ 8-10½

1¼ 10-6½

1¼ 7-10½

8-

9½

4- 8½

3 8-

0-

1-0

0-8

½

0-8 ½

1¼

0-8 ½

-0

0-6

1¼ 8-10½

1¼ 8-10½

8-10½

0-8

-0

0-81½ 8-2

1½ 8-10½

1¼ 7-7

1-1½

4-1½

1¼ 1-1

4-7½

1 3-

1¼ 2- 4½1 2-

0-2

2½ 2-9

2½ 6-0

1 6-

1 5-

7-

3-11

2½ 4-8½

2½ 1-3½

2½ 10-0

9-6

1 5-

4-

6-

2½ 1-0

2½ 7-

2½ 1- 6½

1¼ 11-0

1¼ 11-3

3-9

8-0

2½ 0-

2½ 2- 6½

1¼ 1-6

3-0

3-

½

6-6

9-10

1¼ 2-10

1¼ 4-4½ 1

4-10

11-4

7-10

2½ 6-

2½ 1-

9-10

6-4

13-10

1 0-

1 1-

1¼ 1-6

8-5

5-3½

2½

-2 ½

1¼ 2-0

1 1-

0-

7-11

5-3½

11-10

2½ 0- 5½

0-8

2½ 1- 6½

2½ 1- 2½

9-10

6-4

13-10 1 1-

2½ 5-

8-10

6-6½

2½ 1-

1 1-

1¼ 0-8 1¼

6-7

4-10

11-4

7-10

2½ 3- 6½

2½ 4- 0½

1¼ 8-10

6-7

7-10

0-

8½

1¼ 0-8

10-10

11-1

10-2

1-

0½

2½ 4- 9½

2½ 2-

2½ 0-

4-3½

11-10

5-7

9-10

11-10

2½ 3-0

2½ 8-8½

2½ 5-3½

1¼ 10 -0

1¼ 9-

½

1¼ 1- 4½

1-

½

1¼ 11-4

7-10½

2½ 10-3

2½ 6-2½

1-

8½

2½ 0-6

2½ 23-1

2½ 24-0

2½ 2- 8½

11-9

10-0

2½ 3- 8½

6-0

11-10

12-1½

9-5

1-

6½

2½ 2- 11 1 1-

0-

9½

1¼ 5-6

1¼ 13-10

13-10

2-4½

3-7

2½ 8-

2½ 0-

1¼ 5-0½

1¼ 12-7

11-10

1¼ 9-0

1¼ 14-10½

11-0

2½ 2-

2-0

1¼ 3-6

11-61¼

9-6

7-3

8-6

2½ 3-

2½ 1- 6½

1¼ 12-9

1¼ 9-10

8-4

1 3-

1-

½

8-3

2-7

2½ 7-

1¼ 3-6

1¼ 11-6

1¼ 9-6

1 2-

8-9

8-2

3-

1½ 1 2-

1 4-

0-4

2½ 4- 1½

1¼ 3-5

1¼ 9-2

1¼ 9-10

1¼ 7-4

1 3-

1 1-

8-2½

1 3-

1-10

1 2-

1-

6½

2½ 7-

½

1¼ 3-6

10-0

1 1-

7-91 1-

2½ 1-

½

2½ 0-

2-0

2½ 3-

1¼ 12-9

1¼ 9-10

1¼ 8-4

10-2½

1-

8½

3-

3½ 2½ 4-

1¼ 4-6

1¼ 9-9½

10-3

7-3

8-0

2½ 2-

1¼ 3-5

1¼ 9-2

8-41

2-0

6-0

1 2- 01 0-

0- 6½

1 1-

2½ 4-

1¼ 8-1

1¼ 10-2

10-2

10-4

3-11½

1 3-

2½ 1-

1¼ 8-1½

1¼ 0-5½

11-10

7-4

8-6

2½ 6-

2½ 3-

2½ 2- 5½

2½ 0-

1¼ 6-6

1¼ 4-7

8-11½

1¼ 12-1½

2-

3½

1 1-

1 5-

1 1-

3-2½

7-6

1 2-

1¼ 5-0

1¼ 12-0

11-7

7-10

11-7

1-

5- 3½

2-

4½

0- 4½

-9

24-0

17-10

1½ 2-

1½ 1-

6-6

1¼ 1-10

1¼ 9-

9-10

1¼ 6-

1 1-

1 0- 4 1 0- 4 1 0-

0-

4½

0-

5-9½

1¼ 0-10

5-9½

0-8½

1 4-

0-8½

9-9½

1 1-

1-

3-6½

1-

4½

2½ 1-9½

1 1-

3-9½

5-10½

1 1-

5-4½

9-10½

9-6½

3 6-

-0

4-

½

3-7½

13-10

14-5½

9-4½

3-9½

9-1½

0-4

11-0½

0-4

11-0½

1¼ 0-9

½

0-6 3

3-10

1¼ 7-8

1¼ 3- 8½

1-

0½

3 3-

-4 ½

1 0-

-4 ½

1 0-

24-0

0-6

1½ 8-2

2-1

24-0

24-04

5-9

4 9-

0-

7½

0-11½

3-3

3-11

1 1-

1 1-

0-

8½ 1 1-

1 1-

1 1-

1 2-

1 1-

1 1-

1-0

1 1-

1-0

1 1-

AUTOMATIC AIR VENT

AUTOMATIC AIR VENT

PIPING TO UNDER

FIRST FLOOR LOBBY

STAIRS, SEE DETAIL 2

ON SHEET F107

ECS RIS-1

INERTING STATION

EXISTING

UNIT HEATER

COORDINATE WITH

EXISTING CONDUIT BANK

1 0-

ECS RIS-1

INERTING STATION

1¼ 1-5

1¼ 0-

½

SHEET LEGEND

NEW BUTTERFLY ISOLATION

VALVE

XXX HYDRAULIC REFERENCE

POINTS / NODES

PIPE HANGER

LATERAL SEISMIC BRACING

FOUR-WAY SEISMIC

BRACING

LONGITUDINAL SEISMIC

BRACING

PIPING OFFSET

FLEXIBLE HOSE SPRINKLER

DROP

RIGID ONE-SIDED

BRANCHLINE RESTRATINT

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

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H

8 7 6 5 4 3 2 1

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F

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12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SEISMIC BRACING AND RESTRAINT NOTES:

1. LATERAL BRACING AND LINE RESTRAINTS SHALL NOT BE REQUIRED FOR PIPES SUPPORTED BY RODS

LESS THAN 6" IN ACCORDANCE WITH NFPA 13 SECTION 18.6.5

2. FOUR-WAY BRACE SHALL CONSIST OF 1 LATERAL AND 1 LONGITUDINAL BRACE PER DETAILS IN

COMPLIANCE WITH SECTIONS 18.5.5.8 AND 18.5.6.2.

3. A FOUR-WAY BRACE SHALL BE PROVIDED AT THE TOP OF EACH SPRINKLER RISER AND STANDPIPE PER NFPA 13 SECTION 17.4.5.4, AND AT MAXIMUM 25 FEET SPACING ON INDIVIDUAL RISERS.

4. LATERAL BRACING TO ACT AS LONGITUDINAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LONGITUDINALLY PER NFPA 13 SECTION 18.5.5.8

5. LONGITUDINAL BRACING TO ACT AS LATERAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LATERALLY PER NFPA 13 SECTION 18.5.6.2

BRACE PIPE

LONGITUDINAL SEISMIC BRACE

THREADED BRACE PIPE -

FIG. 910

SWIVEL SWAY

BRACE FITTING

FOR SWAY BRACE

PIPE CLAMP

FIG. 4A

BRACE PIPE

SWAY BRACE ATTACHMENT

``FAST CLAMP''

LATERAL SEISMIC BRACE

BRACE PIPE THREADED ONE END

FIG. 1000

FIG. 910

SWIVEL SWAY

BRACE FITTING

R

SELF DRILLING ANCHOR, ROD AND RING

POST-INSTALLED

ADJUSTABLE RING HANGER

TOLCO

ALL THREAD ROD

CONCRETE ANCHOR

SURGE RESTRAINERS

BRANCH LINE SWAY RESTRAINT

BRANCH LINE

EQ.

CONCRETE DECK

SWIVEL ATTACHMENT

45 DEG.

EXPANSION ANCHOR MIN.3/8"

BRACING AND RESTRAINTS NOT SHOWN

BRACING AND RESTRAINTS NOT SHOWN

TOLCO

TOLCO

E Q

AUTOMATIC AIR VENT DETAIL

ECS PAV-WNS NITROGEN

INERTING VENT

PGSP-1 GAS

SAMPLE PORT

1" GATE VALVE

AUXILIARY DRAIN W/ PLUG

OR DRAIN TO EXTERIOR

BRANCHLINE

PROVIDE VALVES WITH LOCKABLE

OR REMOVABLE HANDLES TO

AAV PRESSURE SENSOR WIRING INSTALLATION DETAIL

PREVENT TAMPERING

JUNCTION BOX

OVER PRESSURE

SENSOR

FLEXIBLE STEEL

CONDUIT

MONITORING

MODULE

ECS PAV-WNS

NITROGEN

INERTING VENT

CEILING WHERE APPLICABLE

INSTALL COMPRESSION

FITTING OVER METAL

PORTION OF PRESSURE

SENSOR

NOTE: NO HANGING FROM SHARED

SUPPORT STRUCTURES I.E DUCTS.

GENERAL NOTES:

1. WHERE POSSIBLE, ALL NEW AND REPLACEMENT PIPING SHALL BE INSTALLED WITH BRANCHLINES HAVING A PITCH TOWARDS DRAIN OF ½" PER 10-FEET, AND MAINS SHALL BE INSTALLED HAVING A PITCH OF ¼" PER 10-FEET SIMILAR TO THE REQUIREMENTS OF PRE-ACTION SYSTEMS IN ACCORDANCE WITH

2022 NFPA 13, SECTION 16.10.3.2.

2. * - RIGID ONE-SIDED BRANCHLINE RESTRAINT, SEE DETAIL ON THIS SHEET.

3. SPRINKLER DROPS SHALL BE EASYFLEX FLEX 72" SPRINKLER HOSE - ULTRA HIGH PERFORMANCE OR

EQUIVALENT.

4. SEE F700 AND F701 FOR INFORMATION PHOTOGRAPHS WHICH IDENTIFY KEY CEILING AND OVERHEAD

CONDITIONS WHERE INSTALLATION MAY BE MORE CHALLENGING.

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

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IN

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5.

½

½

5°

R

EL

IA

BL

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AS

S 5.

½

½

0°

R

EL

IA

BL

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5-

R A3

C O

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CU

ST

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5.

½

½

5°

X-### A

F603

X-### A

F107

X-### A

F603

X-### A

F603

F-603

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F107 X

FLOOR FIRE PUMP

(F101)

TEST HEADER

CONNECTION FROM 10TH

FLOOR SEE F101

6" COMBINATION

SPRINKLER/STANDPIPE

RISER

EXPRESS DRAIN

4" STANDPIPE

RISER

SPRINKLER FCA

1 NEW SECOND FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

STAIR 3 STAIR 4

SP2

1T

2T

3T

4T

L1

L2

L3

L4

5T

6T

7T

8T

9T

10T

11T

12T

13T

13 14T

15T

16T

17T

18T

L5

L6 L7

3" BUTTERFLY

VALVE

4" BUTTERFLY

VALVE

REMOTE AREA # 2

LIGHT HAZARD

DENSITY: 0.1GPM/SQFT

AREA: 1500 SQFT.

AUTOMATIC AIR VENT

AUTOMATIC AIR VENT

AUXILIARY DRAIN

W/ ACCESS PANEL

1-

½

4 5-

1-11½

1¼ 11-9

1¼ 10-10

1 1-

2-0

6-1

7-5

1 7-

7-

10 1 7-

1 7-

6-7

0-9½ 4

6-4½

2-

5½

9-8

7-0

2-8

7-2

1¼ 8-

9-

½

1 2-

1 1-

8-0

6-0

3 9-

-6 3 6-

3 3-

3 0-

6-

5½

7-

½

7- 5½

1-

3½ 3 0-

1¼ 4-5

1¼ 15-0

9-5

1¼ 5-7

1¼ 13-10

7-9

1 2-

13-10½

1¼ 9-10

1¼ 7-10

8-0

1¼ 1-3

1¼ 15-1½

1¼ 9-8

1¼ 8-8

1¼ 9-10

9-6

1¼ 2-7

1¼ 11-10

1¼ 7-10

5-7

1-

1¼ 5-9

1¼ 9-4½

10-5

1-

3½ 1 0-

6½

1¼ 4-10

1¼ 6-6

1¼ 5-6

8-1

0-

9½

0-

9½

0-

9½

1¼ 4-8

13-10

1¼ 4-0½

1¼ 9-6

1¼ 10-11½

7-10

1¼ 1-9

½

1¼ 7-5½

1¼ 5-7½

1¼ 5-9½

1¼ 10-10

1¼ 5-7

2-8

2-

11-1

1½ 2-

1½ 1- 1 1

6-6

4-0

1¼ 9-

1-5½

9-10

1¼ 6-

1 3-

1 4-

1 2-

2-11½

4-4½

6-0

1¼ 1- 6½

1 0-

1 0-

9-5 4 0-

1¼ 4-8

1¼ 6-11½

8-3

4 9-

1¼ 16-8

4-7

4-

7½

3-

2½

1¼ 10-9

1 4-

1¼ 14-8

6-1½

4 6-

1¼ 8-0

4 0-

1¼ 8-0

1¼ 10-0½

1¼ 3-10

1 6-

1 1- 0 1¼ 2- 7½

4 0-

1¼ 2-9

1¼ 11-10

17-10

-0

1¼ 11-9

1¼ 12-10

15-81 1-

4 2-

1¼ 2-8

1¼ 0-10

1¼ 18-10

13-8

8-0½

1 2-

1 2-

5-

1¼ 4-9

1¼ 11-10

1¼ 5-10

1¼ 7-10

1¼ 13-8

1¼ 3-11½1¼

1-1

1 1-

1 3-

1 1-

1¼ 8-8

1¼ 5-10

1¼ 5-4

1¼ 6-2

11-8

1 2-

1 4-

1 2-

3 2-

3 0-

-6

1¼ 4-9

1¼ 11-10

1¼ 5-10

1¼ 9-10

1¼ 11-8

1¼ 4-1½

1¼ 1-0

3-

0½

1¼ 9-8

1¼ 5-10

1¼ 8-1

11-8 1 1-

1 1-

19-10

1¼ 8-9

3 8-

3 4-

1¼ 4-6

1¼ 10-10

1¼ 1-10

1¼ 3-10

11-8

1 2-

1 4-

3 0-

3 1-

1¼ 11-9

1¼ 8-10

1¼ 11-10

7-6

3-

4-

1¼ 2-8½

21-8

3 8-

3 2-

1¼ 8-9

17-8

1 3-

12-6

2-

4-

3 5-

14-9

3 0-

P

1-6

4-9

1-

6½

1 1-

1 1-

1 1-

1 2-

3 3-

4-0

1 4-

1¼ 4-4

1¼ 5-5

1¼ 0-

1¼ 7-4

0-9

-0

2-3

3-4

6-0

1¼ 2-1

1¼ 4-6

0-10

49-10

41-8

40-6

412-0

42-11 41-6

9-3½

0-9½

DEMO DEMO DEMO DEMO

D

EM

O

D

EM

O D

EM

O

D

EM

O D

EM

O

D

EM

O D

EM

O

D

EM

O

EXISTING

PRE-ACTION

SYSTEM TO BE

DEMOLISHED

ECS RIS-1

INERTING STATION

ECS RIS-1

INERTING STATION

IN NEW WALL

ACCESS PANEL

AUXILIARY DRAIN

WITH ACCESS

PANEL AND SIGN

1-0

1 3-

THIS PIPING TO BE

REMOVED AND REPLACED,

COORDINATE WITH

EXISTING EQUIPMENT IN

CEILING SPACE

1-3

1-7

SHEET LEGEND

NEW BUTTERFLY ISOLATION

VALVE

XXX HYDRAULIC REFERENCE

POINTS / NODES

PIPE HANGER

LATERAL SEISMIC BRACING

FOUR-WAY SEISMIC

BRACING

LONGITUDINAL SEISMIC

BRACING

PIPING OFFSET

FLEXIBLE HOSE SPRINKLER

DROP

RIGID ONE-SIDED

BRANCHLINE RESTRATINT

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

Area

Hazard max. Spacing per Sprinkler (sq. ft.)

Hydraulic Data

Calculation No.

Density (gpm per sq. ft.)

Remote Area (sq. ft.)

Hose Allowance (gpm)

Sprinkler Demand (gpm) Required Flow at Source (gpm)

Required Pressure at Source (psi) Pressure Available at Source (psi)

TRACON

LIGHT

0.10

440.1 540.1

68.54

SEISMIC BRACING AND RESTRAINT NOTES:

1. LATERAL BRACING AND LINE RESTRAINTS SHALL NOT BE REQUIRED FOR PIPES SUPPORTED BY RODS

LESS THAN 6" IN ACCORDANCE WITH NFPA 13 SECTION 18.6.5

2. FOUR-WAY BRACE SHALL CONSIST OF 1 LATERAL AND 1 LONGITUDINAL BRACE PER DETAILS IN

COMPLIANCE WITH SECTIONS 18.5.5.8 AND 18.5.6.2.

3. A FOUR-WAY BRACE SHALL BE PROVIDED AT THE TOP OF EACH SPRINKLER RISER AND STANDPIPE PER NFPA 13 SECTION 17.4.5.4, AND AT MAXIMUM 25 FEET SPACING ON INDIVIDUAL RISERS.

4. LATERAL BRACING TO ACT AS LONGITUDINAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LONGITUDINALLY PER NFPA 13 SECTION 18.5.5.8

5. LONGITUDINAL BRACING TO ACT AS LATERAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LATERALLY PER NFPA 13 SECTION 18.5.6.2

BRACE PIPE

LONGITUDINAL SEISMIC BRACE

THREADED BRACE PIPE -

FIG. 910

SWIVEL SWAY

BRACE FITTING

FOR SWAY BRACE

PIPE CLAMP

FIG. 4A

BRACE PIPE

SWAY BRACE ATTACHMENT

``FAST CLAMP''

LATERAL SEISMIC BRACE

BRACE PIPE THREADED ONE END

FIG. 1000

FIG. 910

SWIVEL SWAY

BRACE FITTING

R

SELF DRILLING ANCHOR, ROD AND RING

POST-INSTALLED

ADJUSTABLE RING HANGER

TOLCO

ALL THREAD ROD

CONCRETE ANCHOR

SURGE RESTRAINERS

BRANCH LINE SWAY RESTRAINT

BRANCH LINE

EQ.

CONCRETE DECK

SWIVEL ATTACHMENT

45 DEG.

EXPANSION ANCHOR MIN.3/8"

BRACING AND RESTRAINTS NOT SHOWN

BRACING AND RESTRAINTS NOT SHOWN

TOLCO

TOLCO

E Q

AUTOMATIC AIR VENT DETAIL

ECS PAV-WNS NITROGEN

INERTING VENT

PGSP-1 GAS

SAMPLE PORT

1" GATE VALVE

AUXILIARY DRAIN W/ PLUG

OR DRAIN TO EXTERIOR

BRANCHLINE

PROVIDE VALVES WITH LOCKABLE

OR REMOVABLE HANDLES TO

AAV PRESSURE SENSOR WIRING INSTALLATION DETAIL

PREVENT TAMPERING

JUNCTION BOX

OVER PRESSURE

SENSOR

FLEXIBLE STEEL

CONDUIT

MONITORING

MODULE

ECS PAV-WNS

NITROGEN

INERTING VENT

CEILING WHERE APPLICABLE

INSTALL COMPRESSION

FITTING OVER METAL

PORTION OF PRESSURE

SENSOR

NOTE: NO HANGING FROM SHARED

SUPPORT STRUCTURES I.E DUCTS.

GENERAL NOTES:

1. WHERE POSSIBLE, ALL NEW AND REPLACEMENT PIPING SHALL BE INSTALLED WITH BRANCHLINES HAVING A PITCH TOWARDS DRAIN OF ½" PER 10-FEET, AND MAINS SHALL BE INSTALLED HAVING A PITCH OF ¼" PER 10-FEET SIMILAR TO THE REQUIREMENTS OF PRE-ACTION SYSTEMS IN ACCORDANCE WITH

2022 NFPA 13, SECTION 16.10.3.2.

2. * - RIGID ONE-SIDED BRANCHLINE RESTRAINT, SEE DETAIL ON THIS SHEET.

3. SPRINKLER DROPS SHALL BE EASYFLEX FLEX 72" SPRINKLER HOSE - ULTRA HIGH PERFORMANCE OR

EQUIVALENT.

4.SEE F700 AND F701 FOR INFORMATION PHOTOGRAPHS WHICH IDENTIFY KEY CEILING AND OVERHEAD

CONDITIONS WHERE INSTALLATION MAY BE MORE CHALLENGING.

3610 Commerce Drive Suite 817

Baltimore, MD 21227-1640 O: 410-737-8677 | F: 410-737-8688 www.jensenhughes.com

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½

5°

R

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5-

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5.

½

½

5°

ENGINEERING SERVICES

LCC

LCC

TJF

PHX-D-TRACO-F108 X

FLOOR FIRE PUMP

(F101)

TEST HEADER

CONNECTION FROM

10TH FLOOR SEE F101

6" COMBINATION

SPRINKLER/STANDPIPE

RISER

EXPRESS DRAIN

4" STANDPIPE

AND GANG DRAIN

WITH INSPECTORS

TEST

1 NEW THIRD FLOOR PIPING PLAN

1/8" = 1'-0"SCALE:

1T

2T

3T

4T

L1

L2

L3

L4

5T

6T

7T

8T

9T

10T

11T

12T

13T

14T

15T

16T

17T

18T

L5

L6

L7

SP3

2½" BUTTERFLY

VALVE 3" BUTTERFLY

VALVE

(2) AUTOMATIC AIR

VENT WITH ECS

RIS-1 INERTING

STATION, MUST BE

ACCESSIBLE BY

LADDER

INLINE

CORROSION

DETECTOR AT

TOP OF RISER

REMOTE AREA # 1

ORDINARY HAZARD II

DENSITY: 0.2 GPM/SQFT

AREA: 1500 SQFT.

AUXILIARY DRAIN

PIPING

AUXILIARY DRAIN

PIPING

3-0

4 1-

1 8-

1-

½

0-7½

4 3-

6-

1½ 0-8

½

3-6½

6-5

1 4-

1¼ 9-

8-

1¼ 12 -4

8-

4-0

1 6-

0-8½

3-3½

1¼ 9- 8½

9-

½

3-3

1¼ 6-

1¼ 7-

3-

3½

2- 1½

8-2½

1-8

2½

-8 ½

2½ 10 -0

2½ 0-

1¼ 3-6

1¼ 12-0

1¼ 6-6

1¼ 8-11

1¼ 6-6

1¼ 7-

7-0½

1¼ 4-7½

8-3½

1 3-

7-4

1¼ 4-2½

1¼ 9-6½

11-10

2½ 2-

1¼ 1-8

1¼ 5-0

1¼ 6-0 1¼

9-0½

1 0-

1¼ 7-6

1¼ 5-10

5-10

2½ 3- 6½

2½ 5- 9½

1¼ 4-2½

1¼ 5-4½

1¼ 7-10½

8-0

1 0-

0-

½ 2½ 0-

1¼ 2-9

1¼ 8-8

1¼ 10-2

1¼ 5-7

1¼ 10-5½

1¼ 8-0

6-0

3-

3½

2½ 12 -7

1¼ 4-2½

1¼ 5-4½

1¼ 7-10½

8-0

1 1-

1¼ 0-10

1¼ 9-10

1¼ 9-2

1¼ 6-1½

1¼ 6-11

1¼ 7-10

7-10

2½ 4-

1¼ 3-1

1¼ 8-10½

1¼ 8-10

8-10

0-

0-

1¼ 8-11

1¼ 12-0

1¼ 12-0

3-0

2½ 8-

1¼ 3-1

1¼ 8-10½

1¼ 8-10

8-10

1 1-

1¼ 3-1

1¼ 8-10½

1¼ 8-10

8-10

1 1- 21 1-

2½ 4-

2½ 8- 0½

2½ 0-

1¼ 8-3

1¼ 8-3

2-

1¼ 11-10

1¼ 11-10

-4 1¼ 2-

½

13-11½

3 8-

3 5-

8-0½

7-5

1-10½

1-1½

4-10½

8-2

5-9

1½ 1-

1 9-

1½ 6-1

1¼ 7-

1¼ 9-

½

1¼ 7-

2-

9½

6-11½

2-

5½

1-

5-10½

4-5½

1¼ 7-

1½ 4-

-4

-4

9-6

2-2½

9-6

2-2½

3-6

5-10½

1¼ 1-

4-

4½

1 3-

0-

2-0

1¼ 10-1

1¼ 8-0

8-0 4

7-6

0-5

2-

102½ 4-

3-7½

1¼ 6-

1¼ 2-

11-6

1 2-

1 7-

4-4½

2-9

7-9

12-0

4-3

5-5½

1¼ 2- 3½

1¼ 11-10½

1¼ 8-9½

1 2-

1-0 3

2-1½

12-0

1¼ 3-6

1¼ 12-0

12-0

12-0

12-0

1¼ 8-11

1¼ 10-0

1¼ 10-0

1¼ 12-0

1¼ 12-0

1¼ 12-0

12-0

1¼ 12-0

1¼ 12-0

1¼ 12-0

4-6

3 0-

1¼ 5-9½

1¼ 10-0

1¼ 8-0

1¼ 0-3

2-2½

TXT1¼

24-0

GXT

1¼ 5-9½

1¼ 10-0

1¼ 8-0

1¼ 0-3

2-2½

TXT1¼

24-0

GXT

1¼ 5-9½

1¼ 10-0

1¼ 8-0

1¼ 0-3

2-2½

TXT1¼

24-0

GXT

1¼ 5-9½

1¼ 10-0

1¼ 8-0

1¼ 0-3

2-2½

TXT1¼

24-0

GXT

1¼ 10-0

1¼ 8-0

1¼ 0-3

8-0

1¼ 0-6

1¼ 0-9

1¼ 9-3½

1¼ 10-0

1¼ 4-8½

1¼ 9-3½

1¼ 10-0

1¼ 4-8½

1¼ 9-3½

1¼ 10-0

1¼ 4-8½

4-3½

TXT

4-3½

TXT

4-3½

TXT 1¼

24-0

GXT

1¼ 24-0

GXT

1¼ 24-0

GXT

1¼ 5-3½

1¼ 6-0

1¼ 12-0

5-3½

TXT

1¼ 24-0

GXT

1¼ 0-8½

1-8

1¼ 12 -1

3 7-

3 1-

-0

3 3-

-0

-0

3 7-

3 4-

3 8-

-0

3 0-

9-

1½ 4-

1¼ 1-4

1 2- 0 1 2-

1¼ 5-8

1¼ 1- ½

1¼ 1- ½

3-9

TXT

EXISTING

PRE-ACTION

SYSTEM TO BE

DEMOLISHED

DEMO DEMO DEMO DEMO

DEMO DEMO DEMO DEMO

D

EM

O

D

EM

O D

EM

O

D

EM

O

1½

0-8 ½

1½ 0-6

1½ 1-6

2-

0½

3 0-

3 0-

2-2

4-9

4 0-

AUXILIARY DRAIN,

CONNECT INTO

GANG DRAIN

AUXILIARY DRAIN

PIPE TO FLOOR

DRAIN

AUXILIARY

DRAIN PIPING

2½ 2-

PIPING AT THE

TOP OF THE

SHAFT TO BE

ABANDONED IN

PLACE

1¼ 3-

1¼ 5-

1¼ 4- 4½

1¼ 9- 8½

7-6

7-6

7-6

SIDEWALL

SPRINKLERS TO

BE 12'-0" AFF

PROVIDE NEW 24" x 24"

ACCESS PANEL

PROVIDE NEW 24" x 24"

ACCESS PANEL

CUT, CAP, AND

LABEL "ABANDONED"

EXPOSED

EXPOSED

SHEET LEGEND

NEW BUTTERFLY ISOLATION

VALVE

XXX HYDRAULIC REFERENCE

POINTS / NODES

PIPE HANGER

LATERAL SEISMIC BRACING

FOUR-WAY SEISMIC

BRACING

LONGITUDINAL SEISMIC

BRACING

PIPING OFFSET

FLEXIBLE HOSE SPRINKLER

DROP

RIGID ONE-SIDED

BRANCHLINE RESTRATINT

$F

IL

E$ $D

AT

E$

$T

IM

E$ $N

AM

E$ A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

12345678

REV

JCNDATE

APPROVED BY

DRAWING NO

ISSUED BY

SUBMITTED BY

REVIEWED BY

DESIGNED

DRAWN

CHECKED

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

Area

Hazard max. Spacing per Sprinkler (sq. ft.)

Hydraulic Data

Calculation No.

Density (gpm per sq. ft.)

Remote Area (sq. ft.)

Hose Allowance (gpm)

Sprinkler Demand (gpm) Required Flow at Source (gpm)

Required Pressure at Source (psi) Pressure Available at Source (psi)

TRACON EQUIPMENT

ORDINARY GRP II

0.20

541.8 791.8 35.5

68.02

SEISMIC BRACING AND RESTRAINT NOTES:

1. LATERAL BRACING AND LINE RESTRAINTS SHALL NOT BE REQUIRED FOR PIPES SUPPORTED BY RODS

LESS THAN 6" IN ACCORDANCE WITH NFPA 13 SECTION 18.6.5

2. FOUR-WAY BRACE SHALL CONSIST OF 1 LATERAL AND 1 LONGITUDINAL BRACE PER DETAILS IN

COMPLIANCE WITH SECTIONS 18.5.5.8 AND 18.5.6.2.

3. A FOUR-WAY BRACE SHALL BE PROVIDED AT THE TOP OF EACH SPRINKLER RISER AND STANDPIPE PER NFPA 13 SECTION 17.4.5.4, AND AT MAXIMUM 25 FEET SPACING ON INDIVIDUAL RISERS.

4. LATERAL BRACING TO ACT AS LONGITUDINAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LONGITUDINALLY PER NFPA 13 SECTION 18.5.5.8

5. LONGITUDINAL BRACING TO ACT AS LATERAL BRACING WHEN INSTALLED WITHIN 24" OF THE

CENTERLINE OF PIPING TO BE BRACED LATERALLY PER NFPA 13 SECTION 18.5.6.2

BRACE PIPE

LONGITUDINAL SEISMIC BRACE

THREADED BRACE PIPE -

FIG. 910

SWIVEL SWAY

BRACE FITTING

FOR SWAY BRACE

PIPE CLAMP

FIG. 4A

BRACE PIPE

SWAY BRACE ATTACHMENT

``FAST CLAMP''

LATERAL SEISMIC BRACE

BRACE PIPE THREADED ONE END

FIG. 1000

FIG. 910

SWIVEL SWAY

BRACE FITTING

R

SELF DRILLING ANCHOR, ROD AND RING

POST-INSTALLED

ADJUSTABLE RING HANGER

TOLCO

ALL THREAD ROD

CONCRETE ANCHOR

SURGE RESTRAINERS

BRANCH LINE SWAY RESTRAINT

BRANCH LINE

EQ.

CONCRETE DECK

SWIVEL ATTACHMENT

45 DEG.

EXPANSION ANCHOR MIN.3/8"

BRACING AND RESTRAINTS NOT SHOWN

BRACING AND RESTRAINTS NOT SHOWN

TOLCO

TOLCO

E Q

AUTOMATIC AIR VENT DETAIL

ECS PAV-WNS NITROGEN

INERTING VENT

PGSP-1 GAS

SAMPLE PORT

1" GATE VALVE

AUXILIARY DRAIN W/ PLUG

OR DRAIN TO EXTERIOR

BRANCHLINE

PROVIDE VALVES WITH LOCKABLE

OR REMOVABLE HANDLES TO

AAV PRESSURE SENSOR WIRING INSTALLATION DETAIL

PREVENT TAMPERING

JUNCTION BOX

OVER PRESSURE

SENSOR

FLEXIBLE STEEL

CONDUIT

MONITORING

MODULE

ECS PAV-WNS

NITROGEN

INERTING VENT

CEILING WHERE…