MISAWA ADR DRAWINGS AM-0002.pdf

PDF 3 MB Posted Jan 24, 2022

Attached to: Airfield Damage Repair (ADR) Storage Facility, Misawa Air Base, Japan
Solicitation number: W912HV-22-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an Airfield Damage Repair (ADR) material and equipment storage facility at Misawa Air Base in Japan. The single-story steel frame facility will be approximately 2,640 square meters and include metal siding, standing seam metal roof, and mechanical ventilation. Supporting site work will include utilities, pavements, and improvements.

The procurement will use sealed bidding with bids due by 22 February 2022. Only companies physically located and authorized to perform construction work in Japan will be considered. Interested parties must complete a contractor application and submit proof of Japanese registration and licenses by the bid deadline. A pre-bid conference will be held virtually on 4 November 2021 and an on-site project visit is scheduled for 5 November. The estimated contract value is between 1 and 2.5 billion Japanese Yen. The U.S. Army Corps of Engineers, Japan District will administer the contract.

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Other files

File	Type	Posted
Bid Abstract OF1419-W912HV22B0002-ADR Misawa-FINAL-signed.pdf	PDF	Apr 1, 2022
W912HV22B0002 AM-0005 FINAL.pdf	PDF	Feb 23, 2022
W912HV22B0002 AM-0004 FINAL.pdf	PDF	Jan 25, 2022
W912HV22B0002 AM-0004 Misawa ADR Rev Drawing.pdf	PDF	Jan 25, 2022
W912HV22B0002 AM-0003 FINAL.pdf	PDF	Jan 24, 2022
MISAWA ADR SPECIFICATIONS AM-0002r-24Jan22.pdf	PDF	Jan 24, 2022
W912HV22B0002 AM-0002 FINAL.pdf	PDF	Jan 24, 2022
W912HV22B0002 - AM-0001 Extend RFI ADR Misawa.pdf	PDF	Nov 18, 2021
Prebid Conf Slides_ADR Misawa_Translated_Final 2021_11_03-corrected.pdf	PDF	Nov 8, 2021
PreBid Conf Attendee ADR Misawa.pdf	PDF	Nov 8, 2021
22B0002-ADR Misawa site visit sign-in sheet.pdf	PDF	Nov 8, 2021
RTA FY22 ADR Misawa_Specifications_22B0002.pdf	PDF	Oct 14, 2021
RTA FY22 ADR Misawa Drawings_22B0002.pdf	PDF	Oct 14, 2021
W912HV22B0002 - ADR Misawa.pdf	PDF	Oct 14, 2021

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GROUND LEVEL

DCBA

204 210

20616%

D.5D.4

206 16%

L1 L1 L1

207 201

ROOF RIDGE

TOP OF STEEL

T.O. STEEL

214214

GROUND LEVEL

12345

204 204 204 204211211

ROOF RIDGE

T.O. STEEL

GROUND LEVEL

567891011

ROOF RIDGE

204204204204

205205

16%

T.O. STEEL

GENERAL NOTES

A. DATUM 0 m = MEAN SEA LEVEL ELEVATION 27 m. ALL

ELEVATIONS PROVIDED ON ARCHITECTURAL DRAWINGS ARE

RELATIVE TO THE DATUM.

B. PAINT COLORS LISTED IN ACCORDANCE WITH JED APPROVED

COLORS FROM THE JAPAN PAINT MANUFACTURING

ASSOCIATION (JPMA)

0 2000

SCALE: 1: 100

SCALE : 1 : 100D1 EAST ELEVATION

SCALE : 1 : 100A1 NORTH ELEVATION - AREA 2

US Army Corps of Engineers ®

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REFERENCE KEYNOTES:

201 CAST IN PLACE CONCRETE, PAINT (COLOR TO

MATCH BASE STANDARD BEIGE 22-85D)

202 PRE-FIN. INSULATED METAL WALL PANELS (COLOR

TO MATCH BASE STANDARD BEIGE 22-85D)

203 FIRE DEPT. INLET CONNECTION

204 INSULATED OVERHEAD COILING DOOR (COLOR TO

MATCH BASE STANDARD BEIGE 22-85D)

205 DOOR AND FRAME (COLOR TO MATCH BASE

STANDARD BEIGE 22-85D)

206 STANDING SEAM METAL ROOF (COLOR TO MATCH

BASE STANDARD BROWN 15-20B)

207 EXTERIOR LIGHTING. REFER TO ELECTRICAL DWGS

208 SNOW RETENTION SYSTEM W/ NON PENETRATING

ROOF CLAMPS (COLOR TO MATCH ROOF)

209 PRE-FIN. METAL FASCIA, COLOR TO MATCH ROOF

210 PRE-FIN. METAL LOUVERS W/ WEATHER HOOD,

COLOR TO MATCH INSULATED METAL PANELS.

REFER TO DETAILS ON A-602

211 STEEL BOLLARD, TYP. AT ALL OVH DOORS. EPOXY

PAINT PIPE (JPMA STANDARD YELLOW 25-80W)

AFTER INSTALLATION AND WRAP PIPE WITH 2

BANDS OF 50MM WIDE WHITE REFLECTOR TAPE.

REFER TO C-500 FOR DETAILS

212 GOVERNMENT FURNISHED GOVERNMENT

INSTALLED (GFGI) SECURE KEY BOX, NOT IN

CONTRACT (NIC). COMPATIBLE WITH THE MISAWA

FIRE AND EMERGENCY SERVICES PROGRAM

214 CONTROL JOINT - 20MM DEEP V-GROOVE JOINT ON

INTERIOR AND EXTERIOR CONCRETE WALL. SEAL

JOINT AT EXTERIOR FLUSH W/ CONCRETE WALL

SCALE : 1 : 100C1 NORTH ELEVATION - AREA 1

N Q

-2

(AM-0002)

5 6 7 8 9 10 11

211211

204 204 204 204

ROOF RIDGE

T.O. STEEL

GROUND LEVEL

D C B A

L2 L2 L2L2L2

207 207

D.5 D.4

210210

L2L2

ROOF RIDGE

TOP OF STEEL

214214

GROUND LEVEL

1 2 3 4 5

204 204 204 204 211211

ROOF RIDGE

T.O. STEEL

GENERAL NOTES

A. DATUM 0 m = MEAN SEA LEVEL ELEVATION 27 m. ALL

ELEVATIONS PROVIDED ON ARCHITECTURAL DRAWINGS ARE

RELATIVE TO THE DATUM.

B. PAINT COLORS LISTED IN ACCORDANCE WITH JED APPROVED

COLORS FROM THE JAPAN PAINT MANUFACTURING

ASSOCIATION (JPMA)

US Army Corps of Engineers ®

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REFERENCE KEYNOTES:

201 CAST IN PLACE CONCRETE, PAINT (COLOR TO

MATCH BASE STANDARD BEIGE 22-85D)

202 PRE-FIN. INSULATED METAL WALL PANELS (COLOR

TO MATCH BASE STANDARD BEIGE 22-85D)

204 INSULATED OVERHEAD COILING DOOR (COLOR TO

MATCH BASE STANDARD BEIGE 22-85D)

205 DOOR AND FRAME (COLOR TO MATCH BASE

STANDARD BEIGE 22-85D)

206 STANDING SEAM METAL ROOF (COLOR TO MATCH

BASE STANDARD BROWN 15-20B)

207 EXTERIOR LIGHTING. REFER TO ELECTRICAL DWGS

208 SNOW RETENTION SYSTEM W/ NON PENETRATING

ROOF CLAMPS (COLOR TO MATCH ROOF)

209 PRE-FIN. METAL FASCIA, COLOR TO MATCH ROOF

210 PRE-FIN. METAL LOUVERS W/ WEATHER HOOD,

COLOR TO MATCH INSULATED METAL PANELS.

REFER TO DETAILS ON A-602

211 STEEL BOLLARD, TYP. AT ALL OVH DOORS. EPOXY

PAINT PIPE (JPMA STANDARD YELLOW 25-80W)

AFTER INSTALLATION AND WRAP PIPE WITH 2

BANDS OF 50MM WIDE WHITE REFLECTOR TAPE.

REFER TO C-500 FOR DETAILS

213 MECHANICAL EQUIPMENT, REFER TO MECHANICAL

DWGS.

214 CONTROL JOINT - 20MM DEEP V-GROOVE JOINT ON

INTERIOR AND EXTERIOR CONCRETE WALL. SEAL

JOINT AT EXTERIOR FLUSH W/ CONCRETE WALL

SCALE : 1 : 100A1 SOUTH ELEVATION - AREA 2

SCALE : 1 : 100D1 WEST ELEVATION

SCALE : 1 : 100C1 SOUTH ELEVATION - AREA 1

0 2000

SCALE: 1: 100

N Q

-2

SLOPE

1200 MM HIGH CAST IN

PLACE CONCRETE, PAINT

CONCRETE SLAB ON GRADE,

REFER TO STRUCTURAL

DWGS.

CONCRETE FOUNDATION.

REFER TO STRUCTURAL

DWGS.

STEEL PILE CONNECTIONS

TO CONCRETE FOOTINGS

(BEYOND) SEE STRUCTURAL

DWGS.

APPROXIMATE LOCATION OF

ASPHALT PAVEMENT, REFER

TO CIVIL DWGS.

10 MM EXPANSION JOINT

VAPOR BARRIER

60 MM RIGID FOUNDATION

PERIMETER INSULATION

60 MM RIGID INSULATION

(RSI 2.08 [R-11.8]) FULLY

ADHERED TO CONCRETE

PRE-FIN. METAL WALL LINER

PANELS

65 MM METAL STUDS,

PLACE AT ENDS OF RIGID

INSULATION FOR METAL

WALL LINER ATTACHMENT

(BEYOND)

1200 MM HIGH CAST IN

PLACE CONCRETE, PAINT

PRE-FIN. INSULATED METAL

WALL PANELS (RSI 3.87

[R-22])

EXTEND METAL WALL LINER

PANELS PAST INSULATION

60 MM RIGID INSULATION

(RSI 2.08 [R-11.8]) FULLY

ADHERED TO CONCRETE

65 MM METAL STUDS,

PLACE AT ENDS OF RIGID

INSULATION FOR METAL

WALL LINER ATTACHMENT

(BEYOND)

COVER EXTRUSION PER

MFR. REQUIREMENTS

STEEL GIRT ALONG TOP OF

CONCRETE BASE WALL, SEE

STRUCTURAL DWGS.

70 200

PROVIDE 3" MINERAL WOOL

INSULATION (RSI 2.11 [R-12])

CONNECTING RIGID WALL

INSULATION AND INSULATED

METAL PANELS FOR

CONTINUOUS THERMAL

BARRIER

PRE-FIN METAL PANEL SILL

FLASHING PER MFR

REQUIREMENTS

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SCALE : 1 : 101 SECTION DETAIL

SCALE : 1 : 109F SECTION DETAIL

N Q

-2

EXTEND CONCRETE

PARTITION (1-HR RATED) TO

STRUCTURAL STEEL

PRE-FIN. INSULATED METAL

WALL PANELS (RSI 3.87

[R-22])

RUN SELF ADHERING

MEMBRANE UP WALL UNDER

COUNTERFLASHING PER

MANF. REQ.

STANDING SEAM METAL

ROOFSTEEL GIRT FRAMING, SEE

STRUCTURAL DWGS.

STRUCTURAL STEEL, SEE

STRUCTURAL DWGS.

STEEL COLUMN, SEE

STRUCTURAL DWGS.

SELF ADHERING MEMBRANE

(AIR BARRIER) OVER 12.5 MM

OSB BOARD

150 MM RIGID ROOF

INSULATION (RSI 5.28 MIN

[R-30])

METAL ROOF DECK

90 MM METAL STUDS

12.5 MM PLYWOOD, PAINT

PROVIDE MINERAL WOOL

FIRESTOPPING/ SEALANT AT

RATED CONSTRUCTION

STANDING SEAM METAL

ROOF

16%

PRE-FIN. METAL SOFFIT

PRE-FIN METAL FASCIA,

MATCH ROOF COLOR

PRE-FIN. INSULATED METAL

WALL PANELS (RSI 3.87

[R-22])

STEEL GIRT FRAMING, SEE

STRUCTURAL DWGS.

PANEL CLIP AND FASTENER

PER MFR. REQUIREMENTS

SNOW RETENTION SYSTEM

W/ NON PENETRATING ROOF

CLAMPS (COLOR TO MATCH

ROOF)

STEEL COLUMN, SEE

STRUCTURAL DWGS.

150 MM RIGID ROOF

INSULATION (RSI 5.28 MIN

[R-30])

METAL ROOF DECKSELF ADHERING MEMBRANE

(AIR BARRIER) OVER 12.5 MM

OSB BOARD

SNOW RETENTION SYSTEM

AFFIXED TO PANEL SEAM WITH

NON-PENETRATING SET SCREWS

METAL STANDING SEAM

SYSTEM, VERTICAL SEAM

METAL ROOF DECK

150 MM RIGID ROOF

INSULATION (RSI 5.28 MIN

[R-30])

SELF ADHERING MEMBRANE

(AIR BARRIER) OVER 12.5 MM

OSB BOARD

SELF ADHERING MEMBRANE

(AIR BARRIER) OVER 12.5 MM

OSB BOARD

150 MM RIGID ROOF

INSULATION (RSI 5.28 MIN

[R-30])

STANDING SEAM METAL

ROOF

STRUCTURAL STEEL, SEE

STRUCTURAL DWGS.

PRE-FIN METAL FASCIA,

MATCH ROOF COLOR

PRE-FIN. INSULATED METAL

WALL PANELS (RSI 3.87

[R-22])

STEEL GIRT FRAMING, SEE

STRUCTURAL DWGS.

METAL ROOF DECK

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SCALE : 1 : 10E8 ROOF DETAIL

SCALE : 1 : 10A8 ROOF DETAIL

SCALE : 1 : 5A5 TYP. SNOW BAR DETAIL

SCALE : 1 : 10E5 ROOF DETAIL

N Q

-2

ASPHALT

EBOX

LIGHTS

TMH

UNKNOWN-4

UNKNOWN-6

UNKNOWN-5

LIGHTS

UNKNOWN-12

CONCRETE

GRAVEL ROAD

GRAVELGRAVEL

TMH

UNKNOWN-12

TMH

ASPHALT

TMH

CONCRETE

UNKNOWN-2

C O

N C

ASPHALT

400CP

M-1

M-2

INV = 26.20

INV = 26.26

IN25.12

400CP

OUT25.06

PROTECTIVE

BOLLARD

PROTECTIVE BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

UNKNOWN-10

UNKNOWN-9

UNKNOWN-8

GRASS

ASPHALT

BUILDING

STORM GUTTER

T1743A T1743B

T1736

EXISTING

GRAVEL

33.3m

.2 m 9.

37.2m

80.2m

.1 m

8.4m

.5 m

.2 m

EXISTING APPLE DRIVE

7.7m

.8 m

13.2m

23.4m

US Army Corps of Engineers ®

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1 2 3 4 5 6 7 8 9 10

-X

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X- X-

E, J

R . L

R G

READY TO ADVERTISE - 14 DECEMBER 2020

D D

E R

R (A

D R

) E Q

O R

T #Q

H . A

Q U

1. SEE C-001 FOR SYMBOLOGY LEGEND.

2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

3. ACCESS TO REMAIN TO BUILDING 1747 AND 1748 AT ALL TIMES.

4. SEE SHEET CG-001 FOR HAUL ROUTE.

5. ASSUME THE EXISTING PAVEMENT IS 100MM THICK TO MATCH

THE PROPOSED PAVEMENT THICKNESS ON DETAIL 01/C-500.

NOTES

CD100

N P

KEYED NOTES

EXISTING CONTAINERS TO BE REMOVED BY THE GOVERNMENT

PRIOR TO START OF CONSTRUCTION.

SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AT REMOVAL.

EXISTING UTILITIES TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING DRAINAGE STRUCTURE. PROTECT DURING

CONSTRUCTION.

EXISTING FIRE HYDRANT AND PROTECTIVE BOLLARDS TO REMAIN.

PROTECT DURING CONSTRUCTION.

EXISTING ELECTRIC MANHOLE TO REMAIN. PROTECT DURING

CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH T-25

RATED LID/COVER.

EXISTING UTILITY STRUCTURES TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING SANITARY MANHOLE TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING SUBSTATION TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING WATER VALVE TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING ASPHALT ACCESS TO BUILDING 1747 TO REMAIN.

EXISTING CONCRETE PAVEMENT TO REMAIN. PROTECT DURING

CONSTRUCTION.

UNKNOWN UTILITY ON CONCRETE PAD. CONTRACTOR TO

IDENTIFY AND COORDINATE REMOVAL WITH BASE UTILITY AND

CONTRACTING OFFICER.

EXISTING COMMUNICATION JUNCTION BOX TO REMAIN. PROTECT

DURING CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH

T-25 RATED LID/COVER.

EXISTING COMMUNICATION JUNCTION BOX AND SERVICE TO BE

REMOVED.

EXISTING LIGHTPOLE TO BE REMOVED.

LEGEND

AREA OF PAVEMENT REMOVAL

AREA OF LAWN REMOVAL

AREA OF GRAVEL REMOVAL

SAWCUT TO PROVIDE CLEAN EDGE

NOT TO SCALE

DEMOLITION PLANA1

(AM-0002)

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TYP

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TYP

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TYP

AutoCAD SHX Text R7.5m

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GRAPHIC SCALE IN METERS 1:400

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REVISED: AUGUST 2004 SK-63LIGHTING PLATE:

LED EXIT SIGN

330MM

NOMINAL

230MM

LED INDUSTRIAL STRIP

REVISED: APRIL 2016 SK-7LIGHTING PLATE:

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-FORMED, COLD-ROLLED STEEL, WITH REINFORCEMENT RIBS FOR RIGIDITY AND

SPECULAR ALUMINUM OR HIGHLY-REFLECTIVE PAINTED STEEL REFLECTORS. LENGTH OF 1200MM

2. FINISH - MULTI-STAGE PHOSPHATE BONDING TREATMENT FINISHED WITH HIGH-REFLECTANCE, WHITE POLYESTER POWDER COAT, PAINTED AFTER FABRICATION.

3. LIGHT SOURCE - SOLID STATE LEDS WITH MINIMUM 50K HOURS RATED LIFE AT L70, 4000K CCT UON, MINIMUM 80 CRI, MAXIMUM 4-STEP MCADAM ELLIPSE BINNING TOLERANCE FOR COLOR

CONSISTENCY, AND MINIMUM EFFICACY OF 100 LUMENS/WATT. INITIAL LUMEN OUTPUT AS

INDICATED IN LUMINAIRE SCHEDULE.

4. DRIVER - REPLACEABLE, INTEGRAL, HIGH-EFFICIENCY DRIVER WITH MINIMUM 0.9 PF, OPERATING

VOLTAGE OF 120-277V, THERMAL MANAGEMENT, < 20% TOTAL HARMONIC DISTORTION. ON-OFF

CONTROL, STEP-DIMMABLE OR FULLY DIMMABLE AS INDICATED.

5. MOUNTING - SUSPENDED.

6. OPTIONS - STEM HANGERS.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY MEET

THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER

OR PREFERENCE.

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-CAST ALUMINUM OR HIGH-IMPACT, UV-STABILIZED, INJECTION-MOLDED

THERMOPLASTIC. SINGLE OR DOUBLE-FACED AS INDICATED.

2. FINISH (ON CAST ALUMINUM HOUSING ONLY) - TEXTURED POWDER COAT FINISH OPTIONS INCLUDE

WHITE, WHITE WITH BRUSHED ALUMINUM FACE.

3. LETTERS - MINIMUM 150MM HIGH WITH 20MM STROKE. WHITE LETTERS ON GREEN BACKGROUND.

PROVIDE CHEVRONS AS INDICATED EITHER LEFT, RIGHT OR BOTH DIRECTIONS AS INDICATED.

4. MOUNTING - UNIVERSAL MOUNTING KIT FOR CEILING, WALL OR END-OF-FIXTURE MOUNTING.

5. ILLUMINATION - PROVIDED BY HIGH-OUTPUT LEDS INSIDE OF FIXTURE HOUSING. PROVIDE

POLYSTYRENE DIFFUSER IN COLOR INDICATED WITH FREQUENCY-MATCHED SILKSCREEN COATING

FOR MAXIMUM LED LIGHT OUTPUT.

VAPOR TIGHT LED HIGH BAY

EXIT SIGN

REMOTE HEAD

OUTSIDE BUILDING

REVISED: SK-18LIGHTING PLATE: REVISED: JUNE 2017 SK-66LIGHTING PLATE:

EXTERIOR EMERGENCY HEAD

LUMINAIRE REQUIREMENTS:

1. ONE ADJUSTABLE LED REMOTE LAMP HEAD.

2. REMOTE CAPACITY OF 1.25W.

3. REMOTE HEAD MOUNTED ON EXTERIOR OF BUILDING ABOVE DOOR.

4. 20 GAUGE STEEL HOUSING WITH NEUTRAL FINISH.

LUMINAIRE REQUIREMENTS:

1. CONSTRUCTION - VAPOR TIGHT AND GASKETED WITH LIGHTWEIGHT ALUMINUM HEAT SINK

DESIGNED TO PERFORM AT WARM AMBIENT TEMPERATURES. FABRICATED STEEL CHANNEL

PROVIDES MAXIMUM RIGIDITY. 1200MM IN LENGTH.

2. FINISH - REFLECTORS ARE PRECISION FORMED AND PAINTED A HIGH REFLECTANCE WHITE.

3. OPTICS - MEDIUM DISTRIBUTION TO MEET BOTH HORIZONTAL AND VERTICAL LIGHT LEVEL

REQUIREMENTS. SEMI-DIFFUSE LENS IS STANDARD TO PROVIDE GLARE CONTROL AND LED

PROTECTION.

4. ELECTRICAL - 70% LUMEN MAINTENANCE AT 100,00 HOURS; PREDICTED LIFE OF MORE THAN 100,000

HOURS. THERMALLY PROTECTED DRIVER STANDARD WITH 0-10V DIMMING.

5. INSTALLATION - SUITABLE FOR SUSPENSION BY PENDANT. TO MAINTAIN HIGH AMBIENT LISTING, FIXTURE SHOULD BE MOUNTED AT A MINIMUM PLENUM HEIGHT OF 457MM.

6. LAMPS - 4000K LED WITH A CRI GREATER THAN OR EQUAL TO 90CRI. FOR LUMEN OUTPUT SEE

FIXTURE SCHEDULE.

7. PROVIDE PENDANT MOUNTING.

NOTES:

1. LIGHT FIXTURE CIRCUITED THROUGH LIGHTING INVERTER FOR EMERGENCY POWER.

2. SUITABLE JAPANESE PRODUCTS THAT MEET FIXTURE SPECIFICATION REQUIREMENTS AS DETAILED IN FIXTURE PLATES IS ACCEPTABLE.

US Army Corps of Engineers ®

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LIGHTING FIXTURE SCHEDULE

TYPE VOLTS

DESCRIPTION

LIGHT SOURCE

COLOR TEMP.

WATTS

FXTURE

PLATE NOTES MOUNTING

MOUNTING HEIGHT

(MM)LUMENS TYPE

A 120 V 50 HZ INDUSTRIAL LED VAPORTITE 24000 LED 4000K 179 SK-18 PENDANT 5100

AE 120 V 50 HZ EMERGENCY INDUSTRIAL LED VAPORTITE 24000 LED 4000K 179 SK-18 1 PENDANT 5100

B 120 V 50 HZ LED STRIP LIGHT 3600 LED 4000K 25 SK-7 CHAIN HUNG 2900

BE 120 V 50 HZ EMERGENCY LED STRIP LIGHT 3600 LED 4000K 25 SK-7 1 CHAIN HUNG 2900

R 120 V 50 HZ EXTERIOR WALL SCONCE 5400 LED 4000K 47 SK-17 EXTERIOR WALL 2700

T 208 V 50 HZ 7.6M LED LIGHTPOLE 48459 LED 4000K 445 SK-03 POLE 7600

XA 120 V 50 HZ EXIT SIGN W/ EXTERIOR REMOTE HEAD - LED - 8 SK-63/SK-66 WALL 22501

N Q

-2

1. PROVIDE DRY PIPE AUTOMATIC SPRINKLER PROTECTION THROUGHOUT

THE BUILDING IN ACCORDANCE WITH UFC-3-600-01, NFPA 13, NFPA 20,

OTHER REFERENCED CODES AND STANDARDS, PROJECT

SPECIFICATIONS, AND CONTRACT DOCUMENTS.

2. FIRE SUPPRESSION SYSTEMS INCLUDING, BUT NOT LIMITED TO, FIRE

PUMP (INCLUDING MOTOR, CONTROLLER, DRIVE, VALVES, AND PANELS)

VALVES, SPRINKLERS, AND OTHER EQUIPMENT, SHALL BE U.S.

PRODUCTS WITH U.S. TESTING LABELS AS REQUIRED. THESE ITEMS

SHALL NOT BE SUBSTITUTED WITH JAPANESE MANUFACTURED

PRODUCTS.

3. PIPE, FITTINGS, CONDUCTORS AND CONDUITS OF JAPANESE

MANUFACTURER MAY MEET THE FUNCTIONAL REQUIREMENTS, SEE

SPECIFICATION SECTION 21 13 17.00 10 AND SECTION 28 31 76 FOR

ADDITIONAL INFORMATION.

4. SEE CODE SUMMARY SHEET, LIFE SAFETY PLAN, AND SPECIFICATIONS

FOR ADDITIONAL INFORMATION RELATED TO THE LIFE SAFETY AND FIRE

PROTECTION SYSTEMS AND FOR APPLICABLE CODE EDITION DATES.

5. SEE SPECIFICATION SECTION 01 78 00 FOR THE FIRE SUPPRESSION

SYSTEM ON-SITE INSPECTION, EVALUATION, AND REPAIR

REQUIREMENTS AFTER CONSTRUCTION AND DURING THE WARRANTY

PERIOD.

6. THE LAYOUT OF FIRE SUPPRESSION SYSTEM ON THESE DRAWINGS

SHOWS THE MINIMUM NUMBER OF COMPONENTS. THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING ADDITIONAL DEVICES, PIPING, FITTINGS,

SPRINKLERS, VALVES, CONTROL EQUIPMENT, HANGERS, BRACING, AND

OTHER SYSTEM COMPONENTS AS REQUIRED TO COMPLY WITH THE

APPLICABLE CODES, STANDARDS, SPECIFICATIONS, AND CONTRACT

DOCUMENTS.

7. SUPPRESSION SYSTEM SHALL BE SUPPLIED BY DEDICATED FIRE WATER

STORAGE TANK, SUPPLIED BY A CONNECTION TO THE INSTALLATION

UNDERGROUND WATER SUPPLY SYSTEM WHICH IS A COMBINED

SYSTEM FOR BOTH DOMESTIC AND FIRE. PROVIDE FIRE PROTECTION

WATER SERVICE CONNECTION TO FILL THE FIRE WATER STORAGE TANK

FROM UNDERGROUND WATER SUPPLY VIA SINGLE 200 MM LEAD-IN INTO

THE BUILDING, TERMINATING IN A FLANGED SPIGOT A MAXIMUM OF 300

MM ABOVE THE FLOOR IN LOCATION SHOWN ON THE CONTRACT

DOCUMENTS. SEE CIVIL/SITE PLANS FOR ADDITIONAL INFORMATION.

8. BASIS OF DESIGN INCLUDES A MINIMUM AVAILABLE PRESSURE OF 220

KPA AT A FLOW OF 4558 L/MIN AVAILABLE AT THE SPRINKLER SYSTEM

CONNECTION AS SHOWN IN THE WATER FLOW TEST RESULTS

INCLUDED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL

CONDUCT A WATER FLOW TEST FOR THE SITE IN ACCORDANCE WITH

NFPA 291 AND IS RESPONSIBLE FOR CONFIRMING ACTUAL FLOW AND

PRESSURE DEMANDS BASED ON HYDRAULIC CALCULATIONS.

9. FIRE SUPPRESSION SYSTEM SHALL BE SUPPLIED BY AN ELECTRIC

DRIVEN FIRE PUMP TAKING SUCTION FROM A FIRE WATER STORAGE

TANK IN ACCORDANCE WITH NFPA 20 AND SECTION 21 30 00. FIRE PUMP

AND CONTROLLER SHALL BE LOCATED IN THE 1-HOUR FIRE-

RESISTANCE RATED FIRE PUMP ROOM SHOWN ON THE CONTRACT

DOCUMENTS. THE FIRE PUMP ROOM SHALL BE PROVIDED WITH

DOUBLE-DOORS WITH DIRECT ACCESS TO THE EXTERIOR. THE

INSTALLATION OF THE FIRE WATER STORAGE TANK SHALL BE IN

ACCORDANCE WITH NFPA 22.

10. PROVIDE NITROGEN GENERATION SYSTEM TO PROVIDE THE AIR

SUPPLY TO MAINTAIN THE NECESSARY PRESSURE DIFFERENTIAL

BETWEEN THE WATER SIDE AND THE AIR SIDE OF THE DRY PIPE VALVE

IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13. NITROGEN

GENERATION SYSTEM SHALL BE A PRE-PACKAGED SYSTEM BY A SINGLE

MANUFACTURER AND SHALL BE U.S. LISTED FOR USE IN FIRE

PROTECTION SYSTEMS.

11. PROVIDE SEISMIC PROTECTION FOR THE SUPPRESSION SYSTEM PER

NFPA 13, CHAPTER 18; NFPA 20, SECTION 4.15.6; AND MANUFACTURER

REQUIREMENTS. THIS SEISMIC PROTECTION INCLUDES, BUT IS NOT

LIMITED TO, SEISMIC BRACING, SEISMIC HANGER RESTRAINT, AND

FLEXIBLE COUPLINGS FOR FIRE SUPPRESSION SYSTEM RISERS. REFER

TO THE STRUCTURAL DESIGN DATA SECTION OF THE GENERAL NOTES

ON SHEET S-001 FOR MAPPED SPECTRAL RESPONSE ACCELERATIONS.

12. THE FIRE SUPPRESSION SYSTEM HANGERS AND PIPING SUPPORT

SHALL BE IN ACCORDANCE WITH NFPA 13, CHAPTER 17.

13. THE FIRE SERVICE MAIN SHALL BE PROPERLY RESTRAINED FROM

MOVEMENT AT CHANGES IN DIRECTION IN ACCORDANCE WITH NFPA 13,

SECTION 6.6. THIS RESTRAINT SHALL BE PROVIDED BY THRUST

BLOCKING OR MECHANICAL RESTRAINED JOINTS.

14. PIPE SIZES TO BE DETERMINED BY THE CONTRACTOR USING

HYDRAULIC CALCULATIONS TO MAINTAIN WATER VELOCITY BELOW 6

METERS/SECOND FOR ABOVE GROUND PIPING AND 3 METERS/SECOND

FOR BELOW GROUND PIPING AND IN COMPLIANCE WITH NFPA 13 AND

UFC 3-600-01.

15. PROVIDE FLUSH WALL MOUNTED FIRE DEPARTMENT CONNECTION

(FDC) AS INDICATED ON THE CONTRACT DOCUMENTS. CONTRACTOR

SHALL OBTAIN APPROVAL FROM MISAWA FIRE & EMERGENCY SERVICES

WITH RESPECT TO FDC TYPE, MOUNTING HEIGHT, AND LOCATION.

16. PROVIDE SPRINKLERS UNDER DUCTS, PLATFORMS, AND OTHER

OBSTRUCTIONS WITH A WIDTH GREATER THAN 1200 MM IN

ACCORDANCE WITH NFPA 13.

17. SPRINKLERS SHALL BE STANDARD OR QUICK RESPONSE STORAGE-

TYPE HIGH TEMPERATURE BRASS UPRIGHT WITH A MINIMUM K-FACTOR

OF 160. THE SPRINKLERS SHALL BE LISTED AS CORROSION RESISTANT.

18. SUPERVISORY (TAMPER) SWITCHES SHALL BE PROVIDED ON FIRE

SUPPRESSION SYSTEM VALVES THAT ARE REQUIRED TO BE NORMALLY

OPEN. SUPERVISORY (TAMPER) SWITCHES SHALL ALSO BE PROVIDED

ON NORMALLY CLOSED VALVES WHEN THEIR OPERATION WOULD

NEGATIVELY AFFECT THE SUPPRESSION SYSTEM.

19. PROVIDE PERMANENT TAGS OR SIGNS INDICATING THE CORRECT

NORMAL OPERATING POSITION FOR ALL VALVES, INCLUDING ON THE

RISERS AND TRIM, INCLUDING BUT NOT LIMITED TO, SECTIONAL VALVES,

INSPECTORS TEST VALVES, AND DRAIN VALVES.

20. THE FIRE PUMP, CONTROLLER, SYSTEM RISERS, TEST CONNECTIONS,

INCOMING WATER SUPPLY, AND OTHER SYSTEM EQUIPMENT SHALL BE

LOCATED IN THE FIRE PUMP ROOM. THE FIRE PUMP ROOM IS REQUIRED

TO BE A FULLY CONDITIONED SPACE WITH DIRECT ACCESS TO THE

EXTERIOR.

21. PRIMARY ELECTRICAL POWER ON THE INSTALLATION IS 50 HZ;

THEREFORE, ALL FIRE PROTECTION EQUIPMENT SHALL BE LISTED FOR

50 HZ.

22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE WATER

DISTRIBUTION IN ACCORDANCE WITH NFPA 13. ADDITIONAL

SPRINKLERS, PIPING, FITTINGS, AND OTHER COMPONENTS MAY BE

REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. THE

CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND COMPLIANCE

WITH OBSTRUCTION CRITERIA OF NFPA 13.

23. CONDUCTORS SHALL BE PROVIDED IN CONDUIT. CONDUIT, RACEWAYS,

AND JUNCTION BOXES SHALL BE PAINTED RED AND PERMANENTLY

LABELED. CONNECTIONS SHALL BE MADE VIA TERMINAL BLOCKS.

24. A WATERFLOW BELL OR EXTERIOR STROBE IS NOT REQUIRED

FOR THIS PROJECT AND SHALL NOT BE PROVIDED.

25. FIRE ALARM SYSTEM SHALL MONITOR THE DRY-PIPE SPRINKLER

SYSTEM WITH THE BUILDING VIA SUPERVISORY (TAMPER)

SWITCHES, PRESSURE SWITCHES, LOW PRESSURE SWITCHES,

AND MONITOR MODULES. COORDINATE WITH THE FIRE ALARM

SYSTEM CONTRACTOR FOR LOCATIONS, QUANTITY, AND TYPE.

26. FIRE ALARM SHALL MONITOR THE FIRE PUMP CONTROLLER VIA

MONITOR MODULES. COORDINATE WITH THE FIRE ALARM

SYSTEM CONTRACTOR FOR LOCATIONS, QUANTITY, AND TYPE.

27. A POST INDICATING VALVE (PIV) IS NOT REQUIRED FOR THIS

PROJECT AND SHALL NOT BE PROVIDED.

28. PROVIDE A MAIN SYSTEM CONTROL VALVE WITHIN THE FIRE

PUMP ROOM ON THE DISCHARGE PIPING OF THE FIRE WATER

STORAGE TANK PRIOR TO ANY OTHER CONNECTIONS.

OPERATION OF THIS CONTROL VALVE SHALL SHUTDOWN WATER

SUPPLY TO THE FIRE PUMP AND THE ENTIRE SUPPRESSION

SYSTEM.

29. SPRINKLER TEMPERATURE RATING SHALL BE IN ACCORDANCE

WITH NFPA 13. PROVIDE HIGHER TEMPERATURE SPRINKLERS

WHERE REQUIRED BY DESIGN CRITERIA, IN AREAS WITH

ELEVATED AMBIENT TEMPERATURES AT THE CEILING, AND IN

THE VICINITY OF UNIT HEATERS AND OTHER HEAT PRODUCING

ELEMENTS. SPRINKLER TEMPERATURE RATINGS SHALL BE

INDICATED BY THE CONTRACTOR ON THE SHOP DRAWINGS.

30. CUTTING STRUCTURAL MEMBERS FOR PASSAGE OF PIPE OR

FOR PIPE-HANGER FASTENING OR BRACING IS PROHIBITED.

PIPES THAT MUST PENETRATE CONCRETE OR MASONRY WALLS

SHALL BE CORE-DRILLED AND PROVIDED WITH PIPE SLEEVES IN

ACCORDANCE WITH SECTION 21 13 17.00 10. CONTRACTOR

SHALL INDICATE ALL PIPE SLEEVE LOCATIONS ON THE SHOP

DRAWINGS.

31. MAINTAIN A MINIMUM OF 1200 MM OF CLEARANCE FOR EACH

MAJOR PIECE OF EQUIPMENT.

32. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR

ENSURING A SUBSTANTIAL FOUNDATION IS PROVIDED FOR THE

FIRE PUMP AND DRIVER AND THAT THE BASE PLATE

FOR THE PUMP AND DRIVER IS PROPERLY GROUTED IN

ACCORDANCE WITH NFPA 20. PROVIDE HOUSEKEEPING PAD OR

A MANUFACTURERS APPROVED STAND FOR JOCKEY PUMP PER

NFPA 13. PROVIDE MANUFACTURERS STAND FOR FIRE PUMP

CONTROLLER AND NITROGEN GENERATOR SYSTEM PER NFPA

13. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL

DESIGN FOR SEISMIC REQUIREMENTS.

33. SEE SHEET FX601 FOR FIRE WATER STORAGE TANK NOTES.

34. CONTRACTOR SHALL PROVIDE APPROVED FIRESTOPPING

ASSEMBLIES FOR PENETRATIONS IN FIRE-RESISTANCE RATED

CONSTRUCTION PER SECTION 07 84 00. FIRESTOPPING SHALL BE

INSPECTED PER SECTION 07 84 00.

35. CONTRACTOR PRODUCED SHOP DRAWINGS AND SUBMITTALS

SHALL BE PREPARED, REVIEWED, AND APPROVED BY

REGISTERED PROFESSIONAL ARCHITECTS AND ENGINEERS. THE

CONTRACTOR SHALL HAVE ON STAFF OR UNDER CONTRACT A

QUALIFIED FIRE PROTECTION ENGINEER (QFPE) WHO IS

EXPERIENCED IN SYSTEMS OF THIS TYPE AND U.S. CERTIFIED AS

SPECIFIED IN SECTION 21 13 17.00 10 AND 21 30 00. THIS PERSON

SHALL BE RESPONSIBLE FOR PERFORMING AND OVERSEEING

ALL ENGINEERING ASPECTS FOR THE FIRE PROTECTION SYSTEM

CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,

CALCULATIONS, LAYOUT, SHOP DRAWINGS, EQUIPMENT AND

DEVICE SELECTION, SUBMITTALS, AND INSPECTIONS. IN

ADDITION, THE QFPE SHALL BE RESPONSIBLE FOR THE TESTING

PLANS AND FOR WITNESSING PRELIMINARY TESTING AND FINAL

COMMISSIONING. THE QFPE SHALL ATTEND CONTRACTOR PRE-

TESTING, PRELIMINARY TESTING, AND FINAL ACCEPTANCE

TESTING OF ALL FIRE PROTECTION SYSTEMS.

SYSTEM

TYPE

HAZARD

CLASSIFICATION

ADR STORAGE FACILITY

NON-ENCAPSULATED SOLID PILE,

PALLETIZED, OR SHELF STORAGE OF CLASS

IV COMMODITIES WITH A MAXIMUM STORAGE

HEIGHT OF 6.1 M IN A SPACE WITH A CEILING

HEIGHT GREATER THAN 3.7 M. (SEE NOTE 1)

12.2

DESIGN

DENSITY

(MM/MIN)

DESIGN

AREA

(SQ.M)

DURATION OF

SUPPLY

(MINUTES)

OUTSIDE

HOSE

(L/MIN)

(SEE NOTE 3)

SPRINKLER CHARACTERISTICS

NOTES:

1. THE SPRINKLER SYSTEM DESIGN CRITERIA FOR THIS PROJECT IS BASED ON THE DIRECTION PROVIDED IN THE AIRFIELD DAMAGE REPAIR (ADR) EQUIPMENT STORAGE FACILITY FIRE PROTECTION DESIGN MEMORANDUM DATED 11 MARCH 2020.

THEREFORE, THE DESIGN CRITERIA FOR THE DRY PIPE FIRE SUPPRESSION SYSTEM IS BASED ON UFC 3-600-01, 4-44.2, WHICH STATES THAT SUPPRESSION SYSTEM DESIGN FOR STORAGE OCCUPANCIES SHALL FOLLOW NFPA 13 REQUIREMENTS.

2. PROVIDE HIGH TEMPERATURE RATED SPRINKLERS IN THE VICINITY OF UNIT HEATERS AND OTHER HEAT PRODUCING EQUIPMENT IN ACCORDANCE WITH NFPA 13.

3. THE HOSE DEMAND IS PROVIDED BY THE UNDERGROUND WATER SUPPLY, NOT BY THE FIRE WATER STORAGE TANK, THEREFORE, THE HOSE DEMAND IS NOT INCLUDED IN THE HYDRAULIC CALCULATIONS.

TEMPERATURE RATINGTYPE AND FINISH AREA OF COVERAGE K-FACTOR

HIGH

STANDARD OR QUICK

RESPONSE, STORAGE-TYPE

BRASS UPRIGHT.

SPRINKLERS SHALL BE LISTED

AS CORROSION RESISTANT.

8.92 SQ. M

(MAXIMUM PER

SPRINKLER)

(MINIMUM)

OCCUPANCY CLASSIFICATION: STORAGE

CONSTRUCITON: TYPE II-B, NON-COMBUSTIBLE, NON-RATED

CEILING

HEIGHT

DRY PIPE

LESS THAN

9.1 M

FIRE SUPPRESSION SYSTEM DESIGN CRITERIA LEGEND

FIRE PROTECTION ROOM

ORDINARY HAZARD

8.2

ENTIRE

ROOM 60 950

(SEE NOTE 3)

DRY PIPE

LESS THAN

9.1 M

QUICK RESPONSE, BRASS

UPRIGHT.

SPRINKLERS SHALL BE LISTED

AS CORROSION RESISTANT.

ORDINARY

(SEE NOTE 2)

12 SQ. M

(MAXIMUM PER

SPRINKLER)

(MINIMUM)

RATED

PRESSURE

(KPA)

COMPONENT

FIRE PUMP

HORIZONTAL SPLIT-CASE

ELECTRIC DRIVE

(NOTE 1)

STOP

PRESSURE

(KPA)

RATED FLOW

(L/MIN)

ROTATIONS

PER MINUTE

(MAXIMUM)

NOTES:

1. EQUIPMENT SHOWN FOR BASIS OF DESGIN ONLY. CONTRACTOR IS RESPONSIBLE FOR FINAL EQUIPMENT SELECTIONS AND COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AND CONTRACT

DOCUMENTS.

2. FIRE PUMP CHURN PRESSURE IS TYPICALLY 110% - 130% OF RATED PRESSURE AND IS BASED ON THE MANUFACTURERS PUMP SHOP CURVE AND EQUIPMENT LISTING. CONTRACTOR IS RESPONSIBLE FOR FINAL

FIRE PUMP SELECTION.

3. START AND STOP PRESSURES SHOWN FOR BASIS OF DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR SELETECTING FIRE PUMP BASED ON FINAL HYDRAULIC CALCULATIONS AND FOR DETERMINIG

APPROPRIATE START AND STOP PRESSURES.

4. BASIS OF DESIGN ASSUMES A MINMUM OF 25mm OF INSULATION PROVIDED ON WATER STORAGE TANK AND ELECTRIC TANK HEATER SYSTEM TO MAINTAIN WATER TEMPERATURE AT 5.6 DEGREES CELSIUS.

START

PRESSURE

(KPA)

EQUIPMENT SCHEDULE (BASIS OF DESIGN)

CHURN

PRESSURE

(KPA)

110% - 130%

OF RATED

PRESSURE

(NOTE 2)

POWER

(KW)

FREQUENCY

(HZ)

VOLTAGE (V)

550 KPA 100 KPA

BELOW

CHURN

(NOTE 3)

MANUAL

STOP

2850 L/MIN 45 KW 50 HZ 208 V

3-PHASE

PRESSURE MAINTENANCE PUMP

(JOCKEY PUMP)

VERTICAL MULTI-STAGE ELECTRIC

(NOTE 1)

N/A605 - 715 KPA

NOMINAL

69 KPA

BELOW

CHURN

(NOTE 3)

AT CHURN

(NOTE 3)

34 L/MIN

NOMINAL

0.75 KW 50 HZ 208 V

3-PHASE

3000 RPM

(MAXIMUM)

HEATING SYSTEM FOR

FIRE WATER STORAGE TANK

(NOTE 1)

N/A N/A N/A N/A N/A N/A 21 KW

(NOTE 4)

50 HZ

DRY SYSTEM

CAPACITY (L)

N/A208 V

3-PHASE

N/A

3000 RPM

(MAXIMUM)

NITROGEN GENERATOR

FOR DRY PIPE SYSTEM

ELECTRIC

(NOTE 1)

N/A N/A N/A N/A N/A N/A 1.5 KW 50 HZ

3500 L

(MAXIMUM)

208 V

3-PHASE

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GENERAL NOTES:FLOW TEST RESULTS (FOR REFERENCE ONLY)

PROJECT: ADR STORAGE FACILITY

LOCATION: MISAWA AIR BASE, JAPAN

DATE: 03 OCTOBER 2019

WITNESS: MELISSA D. MEADE, PE - WOOLPERT

FLOW HYDRANT

IDENTIFICATION: #R-603

OUTLET SIZE: 63.5 MM

PITOT PRESSURE: 69 KPA

COEFFICIENT: 0.9

NUMBER OF OUTLETS: 2

FLOW AT EACH: 2008 L/MIN

TOTAL FLOW: 4015 L/MIN

GAUGE HYDRANT

IDENTIFICATION: #R-605

STATIC PRESSURE: 530 KPA

RESIDUAL PRESSURE: 220 KPA

CALCULATED FLOW AT 138 KPA = 4558 L/MIN

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830823

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845 819

FX401

FIRE

PROTECTION

810805

FX602

809 809

819845

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SCALE : 1 : 25A1 FIRE PUMP ROOM SECTION 2

SCALE : 1 : 25A6 FIRE PUMP ROOM SECTION 1

SCALE : 1 : 25C3 ENLARGED FIRE PUMP ROOM PLAN

KEYED NOTES:

804 200 MM UNDERGROUND FIRE SUPPRESSION WATER

SUPPLY LINE SERVING TANK FILL LINE

805 150 MM REDUCED PRESSURE PRINCIPAL (RPZ)

BACKFLOW PREVENTER

806 OUTSIDE STEM AND YOLK CONTROL VALVE WITH

TAMPER SWITCH

807 A 2850 LPM @ 550 KPA RATED HORIZONTAL SPLIT

CASE FIRE PUMP

808 BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH

(NORMALLY OPEN)

809 BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH

(NORMALLY CLOSED)

810 COMBINATION FIRE PUMP TEST AND FORWARD

FLOW BACKFLOW PREVENTER TEST CONNECTION

(THREE, 65 MM OUTLETS TOTAL)

811 FLOW METER

812 JOCKEY PUMP

813 150 MM DRY PIPE VALVE ASSEMBLY

814 FIRE DEPARTMENT CONNECTION (TWO, 65 MM

INLETS TOTAL)

815 150 MM FIRE WATER STORAGE TANK FILL LINE

816 FIRE PUMP AND DRIVER PAD. PROVIDE SUBSTANTIAL

FOUNDATION FOR THE FIRE PUMP AND DRIVER IN

ACCORDANCE WITH NFPA 20.

817 NITROGEN GENERATION SYSTEM FOR DRY PIPE

SYSTEM PER SECTION 21 13 17.00 10.

819 SUCTION LINE FROM TANK (200 MM)

820 JOCKEY PUMP SUPPLY LINE

821 JOCKEY PUMP DISCHARGE LINE

822 SUPPLY FOR DRY PIPE SPRINKLER SYSTEM FOR

STORAGE AREA

823 50 MM ALTITUDE VALVE FOR CONTROLLING THE

WATER LEVEL FOR THE FIRE WATER STORAGE TANK

824 FIRE PUMP CONTROLLER

825 JOCKEY PUMP CONTROLLER

826 FIRE ALARM CONTROL PANEL

827 BOOSTER POWER SUPPLIES

828 TRANSMITTER

829 OVERTOP TANK FILL LINE (150 MM MIN)

830 CHECK VALVE

831 JOCKEY PUMP PAD

832 FLOW METER TESTING WATER OVERTOP RETURN

LINE (150 MM MIN)

833 FIRE PUMP ROOM DRY SYSTEM SUPPLY (50 MM MIN)

834 PROVIDE LISTED FLEXIBLE COUPLING FOR SEISMIC

FLEXIBILITY

835 PROVIDE SEISMIC BRACING FOR FEED MAINS,

CROSS MAINS AND RISERS IN ACCORDANCE WITH

NFPA 13, CHAPTER 18

836 PROVIDE CLEARANCE FOR PIPE THROUGH FLOOR.

PROVIDE A PIPE SLEEVE OR HOLE OF NOMINAL

DIAMETER100MM LARGER THAN THE NOMINAL

DIAMETER OF THE FIRE SUPPRESSION WATER LINE

FOR PIPE SIZES 100MM AND LARGER.

837 PROVIDE CLEARANCE FOR PIPE THROUGH WALL.

PROVIDE A PIPE SLEEVE OR HOLE OF NOMINAL

DIAMETER 50MM LARGER THAN THE NOMINAL

DIAMETER OF THE FIRE SUPPRESSION WATER LINE

FOR PIPE SIZES 25MM TO 90MM.

838 JOCKEY PUMP ISOLATION VALVE

840 FILL PIPE, WELDED SCHEDULE 40 PIPE, SUPPORTED

BY INTERNAL TANK STRUCTURE.

842 TEST HEADER DRAIN LINE WITH SPLASH BLOCK

845 PROVIDE 200 MM BY 150 MM ECENTRIC REDUCER;

FIRE PUMP INLET 150 MM

846 150 MM

848 100 MM

0 500

SCALE: 1: 25

I N

Q U

-2

A-201 - BUILDING ELEVATIONS

Sheets

A-201 - BUILDING ELEVATIONS

A-202 - BUILDING ELEVATIONS

A-502 - SECTION DETAILS

A-511 - ROOF DETAILS

A-202 - BUILDING ELEVATIONS

Sheets

A-201 - BUILDING ELEVATIONS

A-202 - BUILDING ELEVATIONS

A-502 - SECTION DETAILS

A-511 - ROOF DETAILS

A-502 - SECTION DETAILS

Sheets

A-201 - BUILDING ELEVATIONS

A-202 - BUILDING ELEVATIONS

A-502 - SECTION DETAILS

A-511 - ROOF DETAILS

Sheets

A-201 - BUILDING ELEVATIONS

A-202 - BUILDING ELEVATIONS

A-502 - SECTION DETAILS

A-511 - ROOF DETAILS

CD100 - DEMOLITION PLAN

Sheets and Views

DEMOLITION PLAN

E-801 - INTERIOR LIGHTING FIXTURE PLATES

Sheets

E801 - INTERIOR LIGHTING FIXTURE PLATES

FX001 -FIRE SUPPRESSION NOTES AND LEGEND

Sheets

FX001 - FIRE SUPPRESSION NOTES AND LEGEND

FX401 - FIRE SUPPRESSION SECTIONS

Sheets

FX401 - FIRE SUPPRESSION SECTIONS

M-701 - MECHANICAL EQUIPMENT CONTROL DIAGRAMS

File details come from the government source that posted it. Updated Jan 24, 2022.