Attachment Bd.pdf.crdownload

CRDOWNLOAD file 9 MB Posted May 23, 2024

Attached to: RFQ - Commissioning FMS#1 - Saco
Solicitation number: RFQ - 15A - 24051400000000000283
Issued by: Maine

About this file

Written by GovTribe AI · May 24, 2024

This document is an attachment to a Request for Quote (RFQ) issued by the State of Maine's Department of Defense, Veterans and Emergency Management Military Bureau for commissioning services for a National Guard Vehicle Maintenance Shop in Saco, Maine. The project involves the design, construction, and commissioning of the facility, with the work described in the drawings and specifications provided. The RFQ number is 15A, and the DFE Project Number is 231025-Cx. The services requested include fire alarm riser diagram reviews, mass notification system coordination, and integration with the building automation control system.

The pricing and funding details are not provided in this attachment. However, the document indicates that the project is for the construction of a new National Guard vehicle maintenance facility, with the work to be completed in accordance with the issued construction drawings and specifications.

Text of this file

ATTACHMENT Bd

STATE OF MAINE

DEPARTMENT OF DEFENSE, VETERANS AND EMERGENCY MANAGEMENT

MILITARY BUREAU

RFQ # 15A 240514*0283

National Guard Vehicle Maintenance Shop Commissioning Services – Saco, Maine

DFE Project No. 231025-Cx

Issued for Construction Drawings

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w w

.w sp

.c om

-9

-2

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-9 -2

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

FA601

R D

J / B

H G

B A

M S

A S

N O

NOTE

KEYED NOTES

1. SEE SHEET FA001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

NOT TO SCALEA4 FIRE ALARM RISER DIAGRAM

FACP/MASS

NOTIFICATION

SYSTEM

(TYP.)

INITIATION

CIRCUIT

(TYP.)

FIRE PUMP

CONTROL

PANEL

FAA

LOC

1 2

NOTIFICATION

CIRCUIT(S)

RTI

1. PROVIDE REMOTE CONTROL OUTPUT SIGNAL FOR CONTACT

CLOSURE CONTROL OF EXTERNAL EQUIPMENT IN THE EVENT OF A

MASS NOTIFICATION MESSAGE BROADCAST OR FIRE ALARM SYSTEM

ALERT.

2. PROVIDE CONNECTION TO PUBLIC ADDRESS SYSTEM REMOTE MUTE

INPUT FOR MASS NOTIFICATION AND FIRE ALARM SYSTEM OVERRIDE

DURING ALERT CONDITIONS. PA HEADEND EQUIPMENT IS LOCATED

IN COMMON IT 133 .

3. DEVICE LOCATED AT WATER TANK. SEE CIVIL DRAWINGS FOR WATER

TANK LOCATION.

4. SEE MECHANICAL SHEETS FOR COORDINATION OF CARBON

MONOXIDE DETECTOR LOCATIONS.

120V

DEDICATED PHONE LINES AS REQUIRED

FIRE

PUMP

RUNNING

(TYP.)

HIGH/LOW

NITROGEN

GENERATOR

WATER TANK

TEMPERATURE

>40°F

WATER TANK

OFF NORMAL

DROP 4"

WATER TANK

LOW LEVEL

DROP 12"

WATER TANK

OFF NORMAL

TANK OVERFLOW

(TYP.)

3 3 3 3

CONNECTION TO BUILDING AUTOMATION CONTROL SYSTEM

WATER TANK

TEMPERATURE

<40°F

CONNECTION TO ACCESS CONTROL PANEL, ROOM 133

CONNECTION TO CARD READER SYSTEM, ROOM 133

(TYP)

CATHODIC

PROTECTION

RECTIFIER

(IF REQUIRED)

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

O N

N S, A N

D G

FP001

R D

J / B

H G

M S

A S

N O

EL ELEVATION

FAMNS FIRE ALARM MASS NOTIFICATION SYSTEM

FDC FIRE DEPARTMENT CONNECTION

FF FINISHED FLOOR

FM FACTORY MUTUAL GLOBAL

FMCP FIRE ALARM MASS NOTIFICATION CONTROL PANEL

GPM GALLONS PER MINUTE

HYDT HYDRANT

MWC MAINE WATER COMPANY

N.C. NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

O.S.&Y. OUTSIDE SCREW AND YOKE VALVE

PSI POUNDS PER SQUARE INCH

SQ. FT. SQUARE FEET

TS VALVE WITH TAMPER SWITCH

UP/DN PIERCES FLOOR

UL UNDERWRITERS LABORATORIES

UP/DN

CHECK VALVE

VALVE WITH TAMPER SWITCH

OUTSIDE SCREW AND YOKE VALVE

STANDARD DRY SIDEWALL SPRINKLER

SIDEWALL SPRINKLER

UPRIGHT SPRINKLER

O.S.& Y.

UP/DOWN

RISE/DROP

LINE BREAK

PIPE SLOPE DIRECTION

FLUSHING CONNECTION

TEE TURN DOWN

TEE TURN UP

ELBOW TURN DOWN

PIPE TURN UP/PIPE RISE

ALARM CHECK VALVE

DRY PENDENT SPRINKLER

N.C.

O.S.& Y.

POST INDICATOR VALVE

SPRINKLER HEAD WITH GUARD

NON SPRINKLERED SPACE

FIRE PROTECTION PIPING SYMBOLS

RPZ DETECTOR ASSEMBLYD

WALL POST INDICATOR VALVE

WATER METER

OUTSIDE SCREW AND YOKE NORMALLY CLOSED VALVE

DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY

RPZ BACKFLOW PREVENTION ASSEMBLY

WET PIPE SPRINKLER RISER - AUTO ACTUATED

SIAMESE FIRE DEPARTMENT CONNECTION

BACKFLOW PREVENTER FLOW TEST CONNECTION

(SYMBOLIC ONLY. REFER TO SHEET FP-501 FOR REQUIRED

NUMBER OF HOSE CONNECTIONS)

PIERCES FLOOR

RISE/DROP WITHIN STORY HEIGHT

PENDENT SPRINKLER

BUTTERFLY VALVE

ABBREVIATIONSGENERAL SYMBOLS

DRY PIPE SPRINKLER RISER - AUTO ACTUATED

STORZ FIRE DEPARTMENT CONNECTION

AHU-XX

(XXX)

C5 M-501

DETAIL NUMBER

DRAWING WHERE DETAIL IS DRAWN

SYMBOL PER ABBREVIATION LIST

EQUIPMENT SEQUENCE NUMBER

NOTES

KEYED NOTE

GPM

LIMIT OF DEMOLITION

CONNECT TO EXISTING

1. GENERAL NOTES, ABBREVIATIONS AND SYMBOLS APPLY TO FIRE PROTECTION

DRAWINGS. HOWEVER, ALL ABBREVIATIONS AND SYMBOLS MAY NOT BE APPLICABLE

TO THIS PARTICULAR PROJECT. THEY ARE PROVIDED FOR GENERAL REFERENCE ONLY.

2. INSTALLATION OF SPRINKLER SYSTEMS SHALL COMPLY WITH PROJECT SPECIFICATIONS, UFC 3-600-01,NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS ADOPTED BY THE MAINE STATE RULES OF

THE STATE FIRE MARSHAL CHAPTER 4 AND ALL APPLICABLE CODES AND STANDARDS.

3. WATER SUPPLY.REFER TO SPECIFICATION SECTION 21 13 13

4. INSTALLING CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES.

5. DESIGN AND INSTALLATION SUBJECT TO FINAL INSPECTION AND APPROVAL BY OWNER'S

REPRESENTATIVE.

6. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL PIPING LAYOUT

CALCULATIONS FOR THE FIRE SPRINKLER SYSTEMS.

7. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS SHALL BE DONE ONLY WITH THE

WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER.

8. FIRESTOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, RATED WALLS, CEILINGS OR FLOORS, ETC.

9. SPRINKLER LOCATIONS SHALL BE COORDINATED WITH ALL HVAC DIFFUSERS, LIGHTING

FIXTURES, AND CEILING SYSTEMS.

10. PROVIDE SPARE SPRINKLERS IN ACCORDANCE WITH NFPA 13.

11. METHOD OF HANGING AND SUPPORTING EQUIPMENT, PIPES, HEADERS, AND BRANCH LINES

SHALL BE IN ACCORDANCE WITH NPFA 13. HANGERS SHALL BE OF A TYPE APROVED FOR USE

WITH THE PIPE INVOLVED.

12. SPRINKLER PIPING REQUIRES BRACING FOR SEISMIC PROTECTION.

13. AUTOMATIC SPRINKLER ORIFICE SIZE SHALL BE AS SHOWN ON DRAWINGS.

14. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS SHALL BE IN

ACCORDANCE WITH NFPA 13 AND AS SHOWN ON DRAWINGS.

15. ALL VALVES AND EQUIPMENT FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC, AND/OR FACTORY MUTUAL. VALVES SHALL BE MARKED “UL” AND/OR “FM”, WITH A MINIMUM 175 PSI WORKING PRESSURE.

16. ALL VALVES ON THE FIRE PROTECTION SYSTEM SHALL BE ELECTRICALLY SUPERVISED BY THE

FIRE ALARM SYSTEM AND SHALL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER

CONTRACTOR.

17. PROVIDE A PERMANENTLY ATTACHED HYDRAULIC NAME PLATE STATING THE REQUIRED

DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH

NFPA 13.

18. ONLY NEW MATERIALS SHALL BE USED IN THE INSTALLATION OF THESE SYSTEMS.

19. ALL FIRE SPRINKLERS MOUNTED IN CEILINGS SHALL BE LOCATED A MINIMUM OF 4 INCHES

AWAY FROM WALLS, CEILING HEIGHT CHANGES, OR OTHER VERTICAL INTERSECTING

SURFACES.

20. ALL BRACING SHALL BE ATTACHED TO THE BUILDINGS STRUCTURAL FRAME IN ACCORDANCE

WITH NFPA 13.

21. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

22. INSTALL PRESSURE GAUGES ON THE SPRINKLER RISERS ABOVE AND BELOW THE ALARM /

CHECK VALVES. PROVIDE GAUGE WITH CONNECTION NOT LESS THAN ¼ INCH AND HAVING A

SOFT METAL SEATED GLOBE VALVE.

23. ROD STIFFENER REQUIRED FOR ALL-THREAD ROD HANGERS OVER 6'-0” IN LENGTH.

24. INSTALL UNIONS IN PIPES 2” AND SMALLER, ADJACENT TO EACH VALVE. UNIONS ARE NOT

REQUIRED ON FLANGED DEVICES OR IN PIPING INSTALLATIONS USING GROOVED MECHANICAL

COUPLINGS.

25. PROVIDE SPRINKLER GUARDS WHERE REQUIRED PER SPECIFICATION SECTION 21 13 13 AND

WHERE SHOWN ON THE DRAWINGS.

26. INSTALL A DRY PIPE SPRINKLER NITROGEN INERTING CORROSION MITIGATION SYSTEM IN

ACCORDANCE WITH SECTION 21 13 16.

27. INSTALL SPRINKLER GUARDS AND DRIP TRAYS IN IT ROOMS WHERE INDICATED ON THE

DRAWINGS.

FIRE PROTECTION GENERAL NOTES:

CONTROLLEDWASTEHANDLING116

C H

E A1

/F P0

BULK POLSTORAGE115

FLAMMABLEMATERIALSSTORAGE118

TELECOM/IT

MECH/ELEC112 BULKYEQUIPMENTSTORAGE111

ENCLOSEDUNHEATEDSTORAGE114

WORK BAY108

WORK BAY107

WORK BAY106

SAFETYWALKWAY

PRODUCTION

CONTROLLER

SUPERVISOR

INSPECTION

ARNG

CORRIDOR

LATRINE

TOOL

ROOM

SUPPLY

OFFICE

SUPPLY

BATTERYROOM

WASHPAD

ARNGCORRIDOR196

BULK POLLUBE SYS115A

H L

C 1/

WORK BAY106

SAFETYWALKWAY

WORK BAY

POWER PRO

WORK BAY

PRODUCTION

CONTROLLER

SUPERVISOR

INSPECTION

& LIBRARY

ADMIN

ASSISTANT

BREAK

ROOM

MAIN

ENTRANCE

CLASSROOM

ARNG

CORRIDOR

LATRINE

TOOL

ROOM

SPRINKLER

SUPPLY

OFFICE

JANITORIAL

TOOL

ROOM

120A

SUPPLY

ROOM

122A

SUPPLY

ROOM

SECONDARY

ENTRANCE

MECH/

ELEC

ARNG

RACKS

132A

ANG

RACKS

132B

TELECOM/

ANG

CORRIDOR

RECYCLING

STORAGE

149A

243RD

OPEN

OFFICE

265TH

OPEN

OFFICE

PHYSICAL

FITNESS

FEMALE

LOCKER

129A

MALE

VESTIBULE

192MALE

LOCKER

128A

MALE

LATRINE

FEMALE

LATRINE

WASHER/

DRYER

MALE

SHOWER

128B

JANITORIAL

SHARED

CORRIDOR

PPE

STORAGE

COMMON

MECH/

ELEC

BULK POL

STORAGE

RESTROOM

ANG

CORRIDOR

TELECOM/

JAN

TOOL ROOM,

WHEEL &

TIRE SHOP

FEMALE

SHOWER

129B

CLOSET

150A

RESTROOM

HVAC

WORK BAY

POWER

PRO/HVAC

TOOL ROOM

POWER

PRO/HVAC

OFFICE

SAFETY

WALKWAY

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

FP011

R D

M S

A S

N O

NOTES

1. SEE SHEET FP001 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W. UFC 3-600-01 AND NFPA 13,

UNLESS OTHERWISE NOTED.

3. SPRINKLERS NOT REQUIRED ABOVE NONCOMBUSTIBLE DROPPED CEILINGS WITH

CONCEALED SPACES OF NONCOMBUSTIBLE CONSTRUCTION AND CONTENT.

4. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK AND EQUIPMENT OVER 4

FEET WIDE.

KEYED NOTES

1. SEE DETAIL A3 ON SHEET FP401.

2. CONCRETE PAD ONLY. NO SPRINKLERS FOR THIS CONTRACT IN WASH BAY AREA.

3. IF ABI 15 IS ACCEPTED, KEYED NOTE 2 AND THE NS SYMBOL WILL BE DELETED

AND SPRINKLERS WILL BE INSTALLED AS SHOWN BY ABI 15 ON THE C1 HAZARD

CLASSIFICATION PLAN.

1/16" = 1' - 0" 0 8' 16' 32'A1 FIRST LEVEL HAZARD CLASSIFICATION PLAN

PLAN

NORTH

LEGEND

SPRINKLER HAZARD CLASSIFICATION: LIGHT HAZARD

WET PIPE SYSTEM

DENSITY: 0.10 GPM/SF

AREA: 1500 SF

EXTERIOR HOSE ALLOWANCE: 250 GPM

MAX. COVERAGE PER SPRINKLER: 225 SF

SPRINKLER TYPE: QUICK RESPONSE

K FACTOR: = 5.6

SPRINKLER HAZARD CLASSIFICATION: ORDINARY HAZARD

WET PIPE SYSTEM

DENSITY: 0.20 GPM/SF

AREA: 2500 SF

AREA: 3250 SF WHEN ROOF SLOPE EXCEEDS 2:12

EXTERIOR HOSE ALLOWANCE: 250 GPM

MAX. COVERAGE PER SPRINKLER: 130 SF

SPRINKLER TYPE: QUICK RESPONSE

K FACTOR: = 8.0

SPRINKLER HAZARD CLASSIFICATION: EXTRA HAZARD 1 - 12 FT

MAX HT CLASS IV STG

DRY PIPE SYSTEM

DENSITY: 0.30 GPM/SF

AREA: 3500 SF (1,350 SF CUT-OFF ROOM)

EXTERIOR HOSE ALLOWANCE: 500 GPM

MAX. COVERAGE PER SPRINKLER: 100 SF

SPRINKLER TYPE: STANDARD RESPONSE

K FACTOR: = 11.2

SPRINKLER HAZARD CLASSIFICATION: POL SYSTEM AND

STORAGE AND CONTROLLED WASTE HANDLING AREAS

WET PIPE SYSTEM

DENSITY: 0.60 GPM/SF [POL QUANTITY IS > 660 GAL]

AREA: CUT-OFF ROOM AREA

EXTERIOR HOSE ALLOWANCE: 500 GPM

MAX. COVERAGE PER SPRINKLER: 100 SF

SPRINKLER TYPE: STANDARD RESPONSE

K FACTOR: = 11.2

SPRINKLER HAZARD CLASSIFICATION: FLAMMABLE MATERIALS

STORAGE AREA

WET PIPE SYSTEM

DENSITY: 0.30 GPM/SF

AREA: CONTROL ROOM AREA

EXTERIOR HOSE ALLOWANCE: 500 GPM

MAX. COVERAGE PER SPRINKLER: 100 SF OR AS LISTED

SPRINKLER TYPE: STANDARD RESPONSE

K FACTOR: = 11.2

1/16" = 1' - 0" 0 8' 16' 32'C1 FIRST LEVEL HAZARD CLASSIFICATION PLAN

PLAN

NORTH

NOTE: THE ABOVE HOSE EXTERIOR HOSE ALLOWANCES ARE ALL TAKEN FROM THE

PUBLIC SUPPLY AND NOT THE FIRE PUMP/TANK SUPPLY.

ALTERNATE BID ITEMS

SEE SHEET G-004 FOR ALTERNATE BID ITEM DESCRIPTIONS

15. WASH PAD ENCLOSURE

W O

CT1

C T2

FSC FSC

P P

O O

O O O O

A A

WBH W

WR2

WR1HP1

SBC

PLF PLF

TRM1 PWS1PWS2

PLF

MW1

GLB

FSC FSC

B1 B2

O O O O

P P

1 1.3 1.7 2.0 2.4 2.5

B.5

2.6

32.3

B.3

1.9

WASH

PAD

BULK POL

STORAGE

CONTROLLED

WASTE

HANDLING

FLAMMABLE

MATERIALS

STORAGE

TELECOM/

ARNG

CORRIDOR

MECH/ELEC

BULKY

EQUIPMENT

STORAGE

BATTERY

ROOM

ENCLOSED

UNHEATED

STORAGE

MATCH LI

SEE A1/F

P10

MATCH LINE

SEE A1/FP102

FP501

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

A F

R E

N P

FP101

R D

J / B

H G

M S

A S

N O

NOTES

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W THE PROJECT

SPECIFICATIONS, UFC 3-600-01, NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS

ADOPTED BY THE MAINE STATE RULES OF THE STATE FIRE MARSHAL

CHAPTER 4, UNLESS OTHERWISE NOTED.

3. SPRINKLERS NOT REQUIRED ABOVE NONCOMBUSTIBLE DROPPED

CEILINGS/ACOUSTICAL CONCEALED SPACES OF NONCOMBUSTIBLE

CONSTRUCTION AND CONTENT.

4. WHERE POSSIBLE CONCEAL SPRINKLER PIPING ABOVE DROPPED CEILINGS.

5. LOCATE SPRINKLER PIPING AWAY FROM ELECTRICAL PANELS I.A.W NFPA

70. INSTALL DRIP PANS WHERE INSTALLING PIPING WITHIN DEDICATED

EQUIPMENT SPACE IS UNAVOIDABLE.

6. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK & EQUIPMENT OVER

4 FEET IN WIDTH.

7. INSTALL GUARDS ON SPRINKLERS THAT ARE 7 FEET OR LESS ABOVE FF OR

ARE OTHERWISE SUSCEPTIBLE TO MECHANICAL DAMAGE.

8. SPRINKLER PIPING TO BE LOCATED AND SIZED PER CONTRACTOR'S SHOP

DRAWINGS AND HYDRAULIC CALCULATIONS. INSTALL SPRINKLERS PER

DESIGN PARAMETERS ON SHEET FP501.

KEYED NOTES

1. ONLY A FLOOR SLAB FOR WASH PAD PROVIDED FOR THIS CONSTRUCTION

PHASE. SPRINKLERS NOT INSTALLED IN THIS BAY UNDER THIS CONTRACT.

CONTRACTOR'S HYDRAULIC CALCULATIONS SHALL DEMONSTRATE THAT THE

FUTURE WASH PAD AND FUTURE APPROXIMATE 45-FT WIDE WARMUP BAY ON

WEST SIDE OF WASH PAD (NOT SHOWN) CAN BE ADEQUATELY PROTECTED

MEETING THE FIRE SUPPRESSION SYSTEM CRITERIA ON SHEET FP501 BY

EXTENDING A FUTURE CROSS MAIN / FEED MAIN INTO THIS AREA.

2. IN IT AREAS WHERE SPRINKLERS AND PIPING ARE EXPOSED, INSTALL

SPRINKLERS WITH HEAD GUARDS/CAGES.

3. PROVIDE TELECOM / IT ROOM WITH SEPARATE SUPERVISED SPRINKLER ZONE

CONTROL VALVE ASSEMBLY WHICH INCLUDES THE CONTROL VALVE, CHECK

VALVE, WATER FLOW SWITCH AND INSPECTOR'S TEST CONNECTION. LOCATE

ZONE CONTROL VALVE OUTSIDE THE ROOM IN A LOCATION ACCESSIBLE TO

EMERGENCY RESPONDERS. TEST CONNECTION SHALL BE AN APPROVED

RECIRCULATING PUMP FLOW SWITCH (SEE TECHNICAL SPECIFICATIONS).

4. INSTALL INSPECTOR'S TEST CONNECTION NEAR THE REMOTE END OF THE

SPRINKLER SYSTEM. INSTALL WITH CONCRETE SPLASH BLOCK TO PREVENT

EROSION WHERE DISCHARGE IS AT UNPAVED SURFACE. CAN BE LOCATED TO

DISCHARGE ON WASH PAD SLAB. TO BE LATER RELOCATED TO REMOTE END

OF SYSTEM WHEN SPRINKLER SYSTEM IS EXTENDED INTO FUTURE WASH

PAD ENCLOSURE. LOCATE THE TEST VALVE APPROXIMATELY 7 FEET ABOVE

FF. LOCATE THE DISCHARGE ORIFICE NO GREATER THAN 2 FEET ABOVE

FINISHED GRADE.

5. CAP OR PLUG END OF CROSSMAIN / FEEDMAIN WITHIN AREA A BUILDING FOR

FUTURE EXTENSION INTO THE FUTURE WASH PAD ENCLOSURE AND WARMUP

BAY (WARMUP BAY NOT SHOWN).

6. PROTECT THE ENCLOSED UNHEATED STORAGE (ROOM 114) WITH A DRY PIPE

SYSTEM. ALL OTHER BUILDING AREAS ARE PROTECTED WITH WET PIPE

SYSTEMS.

7. INSTALL INSPECTOR'S TEST CONNECTION AT THE REMOTE END OF THE DRY

PIPE SPRINKLER SYSTEM IN THE ENCLOSED UNHEATED STORAGE AREA. TO

MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST

CONNECTION, PROVIDE A NIPPLE-UP OFF OF THE BRANCH LINE. PROVIDE

WITH REMOVEABLE UNIONED SECTION OF PIPE BETWEEN THE TEST VALVE

AND DISCHARGE PIPE TO BE INSTALLED ONLY DURING TESTING. INSTALL

WITH CONCRETE SPLASH BLOCK TO PREVENT EROSION WHERE DISCHARGE

IS AT UNPAVED SURFACE. LOCATE THE TEST VALVE APPROXIMATELY 7 FEET

ABOVE FF. LOCATE THE DISCHARGE ORIFICE NO GREATER THAN 2 FEET

ABOVE FINISHED GRADE. REFER TO NFPA 13 SECTION 16.14.2 AND

SPECIFICATION SECTION 211316.

8. IF ABI 15 IS ACCEPTED, KEYED NOTE 1 WILL BE MODIFIED, THE NS SYMBOL

WILL BE DELETED AND SPRINKLERS WILL BE INSTALLED WITHIN THE WASH

PAD ENCLOSURE.

9. IF ABI 15 IS ACCEPTED, KEYED NOTE 4 WILL BE MODIFIED AND SHOWN AT

KEYED NOTE 9 LOCATION.

10. IF ABI 15 IS ACCEPTED, KEYED NOTE 5 WILL BE MODIFIED AND SHOWN AT

KEYED NOTE 10 LOCATION TO STATE TO CAP OR PLUG END OF CROSSMAIN /

FEEDMAIN FOR FUTURE EXTENSION INTO THE FUTURE WARMUP BAY

(WARMUP BAY NOT SHOWN).

11. IF ABI 15 IS ACCEPTED, KEYED NOTE 11 WILL BE ADDED TO PROVIDE SEISMIC

SEPARATION ASSEMBLY OR LISTED FLEXIBLE PIPING ON ALL SPRINKLER

FEEDMAINS / CROSSMAINS WHICH CROSS AT THE BUILDING SEISMIC

SEPARATION JOINT LOCATED AT THE COLUMN LINE 1.9/2.0.

PLAN

NORTH

1/8" = 1' - 0" 4' 16'0 8'A1 AREA A FIRST LEVEL FIRE PROTECTION PLAN

ALTERNATE BID ITEMS

B.5

3 4 5 6 7 8 9 10

C.4

B.9

B.3

WORK BAY

MATCH LINE

SEE A1/FP101

MATCH LI

SEE A1/F

P10

MATCH LI

SEE A1/F

P10

MATCH LINE

SEE A1/FP103

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

B F

R E

N P

FP102

R D

J / B

H G

M S

A S

N O

NOTES

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W THE PROJECT

SPECIFICATIONS, UFC 3-600-01, NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS

ADOPTED BY THE MAINE STATE RULES OF THE STATE FIRE MARSHAL

CHAPTER 4, UNLESS OTHERWISE NOTED.

3. LOCATE SPRINKLER PIPING AWAY FROM ELECTRICAL PANELS I.A.W NFPA 70.

INSTALL DRIP PANS WHERE INSTALLING PIPING WITHIN DEDICATED

EQUIPMENT SPACE IS UNAVOIDABLE.

4. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK & EQUIPMENT OVER

4 FEET IN WIDTH.

5. INSTALL GUARDS ON SPRINKLERS THAT ARE 7 FEET OR LESS ABOVE FF OR

ARE OTHERWISE SUSCEPTIBLE TO MECHANICAL DAMAGE.

6. SPRINKLER PIPING TO BE LOCATED AND SIZED PER CONTRACTOR'S SHOP

DRAWINGS AND HYDRAULIC CALCULATIONS. INSTALL SPRINKLERS PER

DESIGN PARAMETERS ON SHEET FP501.

KEYED NOTE

PLAN

NORTH

1/8" = 1' - 0" 4' 16'0 8'A1 AREA B FIRST LEVEL FIRE PROTECTION PLAN

1. PROVIDE SEISMIC SEPARATION ASSEMBLY OR LISTED FLEXIBLE PIPING

ON ALL SPRINKLER FEED MAINS / CROSS MAINS WHICH CROSS AT THE

BUILDING SEISMIC SEPARATION JOINT LOCATED AT COLUMN LINES 10/11.

PRODUCTION

CONTROLLER

SUPERVISOR

INSPECTION

& LIBRARY

ADMIN

ASSISTANT

BREAK

ROOM

MAIN

ENTRANCE

CLASSROOM

ARNG

CORRIDOR

LATRINE

TOOL

ROOM

SPRINKLER

SUPPLY

OFFICE

JANITORIAL

TOOL

ROOM

120A

SUPPLY

ROOM

122A

SUPPLY

ROOM

SECONDARY

ENTRANCE

MECH/

ELEC

ARNG

RACKS

132A

ANG

RACKS

132B

TELECOM/IT

ANG

CORRIDOR

RECYCLING

STORAGE

149A 243RD

OPEN

OFFICE

265TH

OPEN

OFFICE

PHYSICAL

FITNESS

FEMALE

LOCKER

129A

MALE

VESTIBULE

MALE

LOCKER

128A

MALE

LATRINE

FEMALE

LATRINE

WASHER/

DRYER

MALE

SHOWER

128B

JANITORIAL

SHARED

CORRIDOR

PPE

STORAGE

COMMON

FEMALE

SHOWER

129B

CLOSET

150A

T T

10.9

14 15 16

16.8

12.7

16.9

C.8

B.1

181312

B.7

14.1

C.2

3" DOMESTIC WATER

MAKEUP TO FIRE

PROTECTION WATER

STORAGE TANK

6" FIRE PUMP

BYPASS

8" FIRE PUMP SUCTION

FROM FIRE

PROTECTION WATER

STORAGE TANK

6" PUMP TEST

TANK RETURN

ATCH LINE

SEE

A1/FP102

MATCH LINE

SEE A1/FP102

A1 /F

MATCH LINE

SEE A1/FP104

FP401 1

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

C F

R E

N P

FP103

R D

J / B

H G

M S

A S

N O

NOTES

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W THE PROJECT

SPECIFICATIONS, UFC 3-600-01, NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS

ADOPTED BY THE MAINE STATE RULES OF THE STATE FIRE MARSHAL

CHAPTER 4, UNLESS OTHERWISE NOTED.

3. SPRINKLERS NOT REQUIRED ABOVE NONCOMBUSTIBLE DROPPED CEILINGS /

ACOUSTICAL CONCEALED SPACES OF NONCOMBUSTIBLE CONSTRUCTION

AND CONTENT.

4. WHERE POSSIBLE CONCEAL SPRINKLER PIPING ABOVE DROPPED CEILINGS.

5. LOCATE SPRINKLER PIPING AWAY FROM ELECTRICAL PANELS I.A.W NFPA 70.

INSTALL DRIP PANS WHERE INSTALLING PIPING WITHIN DEDICATED

EQUIPMENT SPACE IS UNAVOIDABLE.

6. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK & EQUIPMENT OVER 4

FEET IN WIDTH.

7. INSTALL GUARDS ON SPRINKLERS THAT ARE 7 FEET OR LESS ABOVE FF OR

ARE OTHERWISE SUSCEPTIBLE TO MECHANICAL DAMAGE.

8. SPRINKLER PIPING TO BE LOCATED AND SIZED PER CONTRACTOR'S SHOP

DRAWINGS AND HYDRAULIC CALCULATIONS. INSTALL SPRINKLERS PER

DESIGN PARAMETERS ON SHEET FP501.

1/8" = 1' - 0" 4' 16'0 8'A1 AREA C FIRST LEVEL FIRE PROTECTION PLAN

PLAN

NORTH

KEYED NOTES

1. SEE ENLARGED PLAN ON DRAWING FP 401 FOR DETAIL ON EQUIPMENT

LAYOUT.

2. IN IT AREAS WHERE SPRINKLERS AND PIPING ARE

EXPOSED, INSTALL SPRINKLERS WITH HEAD GUARDS/CAGES.

3. PROVIDE THE SPRINKLERS WITHIN THE THREE TELECOM / IT ROOMS (132A,

132B AND 132) WITH A SEPARATE SUPERVISED SPRINKLER ZONE CONTROL

VALVE ASSEMBLY WHICH INCLUDES THE CONTROL VALVE, CHECK VALVE,

WATER FLOW SWITCH AND INSPECTOR'S TEST CONNECTION. LOCATE ZONE

CONTROL VALVE OUTSIDE THE ROOM IN A LOCATION ACCESSIBLE TO

EMERGENCY RESPONDERS. TEST CONNECTION SHALL BE AN APPROVED

RECIRCULATING PUMP FLOW SWITCH (SEE TECHNICAL SPECIFICATIONS).

4. ROOM 133 IS LIMITED TO INCIDENTAL ELECTRONIC EQUIPMENT (PRINTERS).

SPRINKLERS IN THIS ROOM ARE NOT REQUIRED TO BE PART OF THE

SEPARATE SPRINKLER ZONE FOR ROOMS 132A, 132B AND 132.

5. PROVIDE SEISMIC SEPARATION ASSEMBLY OR LISTED FLEXIBLE PIPING ON

ALL SPRINKLER FEED MAINS / CROSS MAINS WHICH CROSS AT THE BUILDING

SEISMIC SEPARATION JOINT LOCATED AT COLUMN LINES 17/18 AND AT

COLUMN LINES 10/11.

A.7

B.2

21 22 23 24 25

B.6

201917 18

C.3

C.5

B.8

WORK BAY

POWER PRO

WORK BAY

MECH/

ELEC

BULK POL

STORAGE

RESTROOM

ANG

CORRIDOR

TELECOM/

JAN

TOOL ROOM,

WHEEL &

TIRE SHOP

RESTROOM

HVAC

WORK BAY

POWER

PRO/HVAC

TOOL ROOM

POWER

PRO/HVAC

OFFICE

MATCH LINE

SEE A1/FP103

MATCH LI

SEE A1/F

P10

FP501

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

D F

R E

N P

FP104

R D

J / B

H G

M S

A S

N O

NOTES

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W THE PROJECT

SPECIFICATIONS, UFC 3-600-01, NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS

ADOPTED BY THE MAINE STATE RULES OF THE STATE FIRE MARSHAL

CHAPTER 4, UNLESS OTHERWISE NOTED.

3. SPRINKLERS NOT REQUIRED ABOVE NONCOMBUSTIBLE DROPPED CEILINGS /

ACOUSTICAL CONCEALED SPACES OF NONCOMBUSTIBLE CONSTRUCTION

AND CONTENT.

4. WHERE POSSIBLE CONCEAL SPRINKLER PIPING ABOVE DROPPED CEILINGS.

5. LOCATE SPRINKLER PIPING AWAY FROM ELECTRICAL PANELS I.A.W NFPA 70.

INSTALL DRIP PANS WHERE INSTALLING PIPING WITHIN DEDICATED

EQUIPMENT SPACE IS UNAVOIDABLE.

6. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK & EQUIPMENT OVER 4

FEET IN WIDTH.

7. INSTALL GUARDS ON SPRINKLERS THAT ARE 7 FEET OR LESS ABOVE FF OR

ARE OTHERWISE SUSCEPTIBLE TO MECHANICAL DAMAGE.

8. SPRINKLER PIPING TO BE LOCATED AND SIZED PER CONTRACTOR'S SHOP

DRAWINGS AND HYDRAULIC CALCULATIONS. INSTALL SPRINKLERS PER

DESIGN PARAMETERS ON SHEET FP501.

KEYED NOTES

PLAN

NORTH

1/8" = 1' - 0" 4' 16'0 8'A1 AREA D FIRST LEVEL FIRE PROTECTION PLAN

1. PROVIDE SEISMIC SEPARATION ASSEMBLY OR LISTED FLEXIBLE PIPING ON

ALL SPRINKLER FEED MAINS / CROSS MAINS WHICH CROSS AT THE

BUILDING SEISMIC SEPARATION JOINT LOCATED AT COLUMN LINES 17/18.

2. IN IT AREAS WITH SMOOTH DROPPED CEILINGS, INSTALL FULLY CONCEALED

SPRINKLERS. IN IT AREAS WHERE SPRINKLERS AND PIPING ARE EXPOSED,

INSTALL SPRINKLERS WITH HEAD GUARDS/CAGES.

3. PROVIDE TELECOM / IT ROOM WITH SEPARATE SUPERVISED SPRINKLER

ZONE CONTROL VALVE ASSEMBLY WHICH INCLUDES THE CONTROL VALVE,

CHECK VALVE, WATER FLOW SWITCH AND INSPECTOR'S TEST CONNECTION.

LOCATE ZONE CONTROL VALVE OUTSIDE THE ROOM IN A LOCATION

ACCESSIBLE TO EMERGENCY RESPONDERS. TEST CONNECTION SHALL BE

AN APPROVED RECIRCULATING PUMP FLOW SWITCH (SEE TECHNICAL

SPECIFICATIONS).

4. INSTALL INSPECTOR'S TEST CONNECTION NEAR THE REMOTE END OF THE

SPRINKLER SYSTEM TO FACILITATE AIR REMOVAL. INSTALL WITH CONCRETE

SPLASH BLOCK TO PREVENT EROSION WHERE DISCHARGE IS AT UNPAVED

SURFACE. LOCATE THE TEST VALVE APPROXIMATELY 7 FEET ABOVE FF.

LOCATE THE DISCHARGE ORIFICE NO GREATER THAN 2 FEET ABOVE

FINISHED GRADE.

SPRINKLER

3" MAKE-UP WATER TO FIRE

PROTECTION WATER

STORAGE TANK

6" FIRE PUMP BYPASS

(FROM PUBLIC SUPPLY

MAIN. SEE CIVIL UTILITY

DRAWINGS)

8" FIRE PUMP SUCTION

FROM FIRE PROTECTION

STORAGE TANK

6" PUMP TEST TANK RETURN

NITROGEN

GENERATOR

FIRE PUMP

CONTROLLER

JOCKEY PUMP

CONTROLLER

15 18

FP501

PL501

10 11

B.1

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

O N

R G

FP401

R D

J / B

H G

M S

A S

N O

NOTES

1/2" = 1' - 0" 0 1' 2' 4'A3 SPRINKLER 121 ENLARGED PLAN

KEYED NOTES

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS BUILDING SHALL BE FULLY SPRINKLERED I.A.W THE PROJECT

SPECIFICATIONS, UFC 3-600-01, NFPA 13 (2019 ED) AND NFPA 13 (2016 ED) AS

ADOPTED BY THE MAINE STATE RULES OF THE STATE FIRE MARSHAL CHAPTER 4,

UNLESS OTHERWISE NOTED.

3. LOCATE SPRINKLER PIPING AWAY FROM ELECTRICAL PANELS I.A.W NFPA 70.

INSTALL DRIP PANS WHERE INSTALLING PIPING WITHIN DEDICATED EQUIPMENT

SPACE IS UNAVOIDABLE.

4. SPRINKLERS SHALL BE INSTALLED UNDER DUCTWORK & EQUIPMENT OVER 4

FEET IN WIDTH.

5. INSTALL GUARDS ON SPRINKLERS THAT ARE 7 FEET OR LESS ABOVE FF OR ARE

OTHERWISE SUSCEPTIBLE TO MECHANICAL DAMAGE.

6. SPRINKLER PIPING TO BE LOCATED AND SIZED PER CONTRACTOR'S SHOP

DRAWINGS AND HYDRAULIC CALCULATIONS. INSTALL SPRINKLERS PER DESIGN

PARAMETERS ON SHEET FP501.

1. 6" FIRE PUMP TEST HEADER W/ MIN OF THREE SEPARATELY VALVED 2-1/2 IN

CONNECTIONS.

2. PUMP SUCTION OS&Y VALVE.

3. FLOW METER / TEST HEADER OS&Y VALVE.

4. 6 IN FLOW METER. LOCATE NOT LESS THAN 5 PIPE DIAMETERS UPSTREAM AND 2

DIAMETERS DOWNSTREAM OF ELBOWS/VALVES OR AS RECOMMENDED BY

MANUFACTURER.

5. ELECTRIC DRIVEN CENTRIFUGAL HORIZONTAL SPLIT CASE FIRE PUMP RATED

750 GPM AT RATED NET PRESSURE OF 70 PSI.

6. PRESSURE MAINTENANCE (JOCKEY) PUMP.

7. PUMP DISCHARGE CHECK VALVE

8. PUMP DISCHARGE OS&Y VALVE.

9. 6 IN DRY PIPE VALVE RISER W/OS&Y OR BUTTERFLY VALVE TO ENCLOSED

UNHEATED STORAGE 114.

10. 6 IN WET PIPE VALVE RISER W/OS&Y OR BUTTERFLY VALVE TO ALL HEATED

BUILDING AREAS (ARNG AND ANG WINGS).

11. N.C. 3" OS&Y VALVE W/TS FOR FILLING FIRE PROTECTION WATER TANK.

MOUNT AT ACCESSIBLE LOCATION.

12. 2 IN DRAIN.

13. 6 IN DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY.

14. 4 IN FDC CHECK VALVE.

15. 5 IN X 4 IN STORZ FDC; LOCATE MAXIMUM 4 FT ABOVE GRADE.

16. BACKFLOW PREVENTER FLOW TEST CONNECTION OS&Y OR BUTTERFLY VALVE

CONTROL VALVE (NOTE: TEST CONNECTION PIPE INSTALLED UNDER FDC PIPE

BUT SHOWN OFF-SET FOR CLARITY).

17. POTABLE WATER 3" DOUBLE CHECK BACKFLOW PREVENTER

ASSEMBLY W/ METER AND SHUT-OFF VALVES FOR MAKE-UP WATER TO FIRE

PROTECTION WATER STORAGE TANK .

18. BACKFLOW PREVENTER FLOW TEST CONNECTION.

19. SEE PLUMBING DRAWING PL401 AND CIVIL DRAWING C-106 FOR CONTINUATION OF

UPSTREAM DOMESTIC SUPPLY RISER AND DOMESTIC SUPPLY PIPING BELOW

FLOOR SLAB AND BUILDING EXTERIOR.

20. DROP THROUGH FLOOR SLAB. SUCTION PIPE DISTANCE BETWEEN PUMP FLANGE

AND BELOW GRADE ELBOW FLANGE (PARALLEL WITH PUMP SHAFT) SHALL BE

GREATER THAN 6.7 FT.

21. DROP THROUGH FLOOR SLAB.

22. DROP W/ ELBOW TO FEED FIRE PUMP TEST HEADER.

23. COLUMN PIER.

PLAN VIEW

PIPE SLEEVES SHALL BE 2'' LARGER THAN PIPE SIZES 2'' THROUGH 3" AND 4"

LARGER FOR PIPE SIZES 4" AND LARGER. ALTERNATELY PROVIDE FLEXIBLE

COUPLING AS SHOWN IN LIEU OF STATED PIPE CLEARANCE.

NOTE:

ALL ATTACHMENTS TO TANK WALL AND ROOF

ASSEMBLY SHALL BE INSTALLED PER TANK

MANUFACTURER RECOMMENDATION

ELEVATION

N O

G H

T (1

[ E

T O

B E

R O

F T]

RISER CLAMP

FLOOR SLAB

BITUMASTIC

SEALANT

PIPE SLEEVE

PROVIDE BUTTERFLY OR

OS&Y VALVE WITH TAMPER

SWITCH ON RISER

2" MAIN DRAIN. PIPE TO

SPLASH GUARD AT

EXTERIOR OF BUILDING

PROVIDE 6" RISER CHECK VALVE WITH

ASSOCIATED TRIM AND FLOW SWITCH.

SEE SPECIFICATION SECTION 211313

FOR TRIM REQUIREMENTS.

SCALE:A1 SPRINKLER RISER MANIFOLD SECTION

NOT TO SCALE

12" MAX

TYPICAL EACH SIDE

FLEXIBLE

COUPLING

TYPICAL

EACH SIDE FLEXIBLE COUPLING

TYPICAL EACH SIDE

PIPE SLEEVE

WALL

SCALE:B1

WET PIPE INSPECTOR'S TEST CONNECTION

NOT TO SCALE

TEST VALVE IN READILY

ACCESSIBLE LOCATION BUT

NOT LESS THAN 4 FEET OF

EXPOSED PIPE BETWEEN

VALVE AND EXTERIOR WALL

PENETRATION FOR WET PIPE

SYSTEM.

FROM END OF REMOTE

BRANCH LINE

SMOOTH BORE CORROSION-

RESISTANT OUTLET GIVING FLOW

EQUIVALENT TO ONE SPRINKLER.

45° ELL

FLOAT LEVEL ALARM LOCATION,

SEE DETAIL A3, LOCATE WITHIN

ACCESS FROM LADDER

ELECTRICAL JUNCTION BOX

SERVING FLOAT ALARM DEVICE

RECTIFIER BOX

MAN WAY PLATFORM

LIQUID LEVEL GAUGE

LADDER AND SAFETY

CAGE KIT PER NFPA 22

ROOF WALKWAY AND GUARDRAIL

SUCTION PIPE WITH ANTI-VORTEX PLATE. EXTEND SUCTION LINE A

MINIMUM OF 4" ABOVE TANK BOTTOM. LOCATE ANTI-VORTEX PLATE

A MINIMUM OF 6" ABOVE END OF SUCTION LINE. ANTI-VORTEX PLATE

TO BE MINIMUM OF 3/8" X 6" X 16".

ACCESS DOOR

OVERFLOW OUTLET 12" TO

18" ABOVE GRADE

(ROTATED FOR CLARITY)

FLOOR LEVEL

TOP OF SHELL SHEET

TOP OF ROOF CAP

GRAVITY VENTILATOR

APPROX 22FT

INSIDE DIA

TANK FLOAT SWITCH ASSEMBLY FOR WATER LEVEL TROUBLE SIGNALS PER NFPA 72

AND NFPA 22. MOUNT ON TOP OF TANK. AUTOMATION PRODUCTS GROUP INC (APG),

MODEL FLE-4T2-S6-H3-A33SS OR APPROVED EQUAL. THREE SWITCH POINTS:

A. OFF-NORMAL (DROP TO 4" AND FOR OVERFLOW)

B. LOW-LEVEL (DROP TO 12")

PLUG MOUNT TYPE 2, 2" NPT, 316SS, CABLE ENTRY 3/4" FITTING.

STEM 316LSS; LENGTH: APPROXIMATELY 72" BUT CONTRACTOR TO VERIFY BASED

ON FINAL MOUNTING LOCATION.

THREE SWITCHES, TYPE A, 20 VA

FLOATS: TYPE S.S.: 316SS, 0.65 SG; 316 S.S. FLOAT STOP COLLARS

A. SET L1 AT APPROXIMATE OVERFLOW; L2 AT 4" BELOW OVERFLOW AND L3

AT 12" BELOW OVERFLOW.

JUNCTION BOX/HOUSING: 316SS

INSTALL PVC COATED RIGID STEEL CONDUIT DOWN OUTSIDE OF TANK AND

TERMINATE WITHIN RECTIFIER BOX.

6" FLANGED ACCESS NOZZLE; 316S.S. W/316SS FASTENERS. INSTALL CLOSE TO

ROOF HATCH FOR ACCESS FROM INTERNAL LADDER.

6" STILLING WELL, SCH 40 PVC PIPE.

TOP OF TANK

1" VENT OPENING

SCALE:A3 FLOAT LEVEL ALARM - DETAIL

NOT TO SCALE

4 5

1 6

SCALE:A4 TANK DETAIL

NOT TO SCALE

TO DRY PIPE SPRINKLER SYSTEM

(ENCLOSED UNHEATED STORAGE 114)

FIRE SUPPRESSION SYSTEM SCHEDULE

OCCUPANCY BUILDING AREA / ROOM FIRE PROTECTION CRITERIA REFERENCE

LIGHT HAZARD

OFFICES, LOCKER,

BATHROOMS, HALLWAYS,

STAIRWAYS

0.1 GPM/SF OVER 1,500 SF; K=5.6;

250 GPM HOSE STREAMS; 60 MIN

DURATION

UFC 3-600-01 SECTION

B-1.1 TABLES 9-3 & 9-4

ORDINARY HAZARD

VEHICLE WORK BAYS,ANG

POL STG MECHANICAL/

ELECTRICAL ROOMS,OTHER

ASSOCIATED SUPPORT

AREAS,

FUTURE WASH PAD,

AND FUTURE WARMUP BAY

(NOT SHOWN)

0.2 GPM/SF OVER 3,250 SF

(INCLUDES 30% PENALTY FOR

> 2:12 ROOF SLOPE); K=8.0; 250

GPM HOSE STREAMS; 60 MIN

DURATION

UFC 3-600-01 SECTION

B-1.2 TABLES 9-3 & 9-4

EXTRA HAZARD

ARNG POL STORAGE / LUBE

SYSTEM AND CONTROLLED

WASTE HANDLING AREA

(GREATER THAN 660 GAL

STORAGE)

0.6 GPM/SQ.FT.OVER CUT-OFF

ROOM SIZE; K=11.2; 500 GPM;

UFC 3-600-01, SECTIONS

4-37, 4-17.1.1.2 REF NFPA

30; NFPA 30 SECTION 18.5

EXTRA HAZARD

FLAMMABLE MATERIAL

STORAGE AND GAS

STORAGE

0.3 GPM/SQ.FT.OVER CUT-OFF

ROOM SIZE; K=11.2; 500 GPM

UFC 3-600-01 SECTION

B-1.2 TABLES 9-3 & 9-4;

NFPA 30, TABLE 9.6.1; AND

NFPA 55 SECTION 6.11.2.2

/ UFC 3-600-01 TABLE 9-3

EX HAZ

RACK OR BACK TO

BACK SHELF STORAGE

EXRA HAZARD

ENCLOSED UNHEATED

STORAGE AREA

0.3 GPM/SF OVER 1,350 SF

(CUT-OFF ROOM SIZE); DRY

SYSTEM; K=11.2; 500 GPM HOSE

STREAMS; 120 MIN DURATION

UFC 3-600-01 SECTION

4-46.2.3.1; NFPA 13 TABLE

4.3.1.7.1

NOTE: THE ABOVE EXTERIOR HOSE ALLOWANCES ARE ALL TAKEN FROM THE PUBLIC SUPPLY AND NOT THE FIRE

PUMP/TANK SUPPLY.

NOT TO SCALED5

PIPE SLEEVE THROUGH

FLOOR SLAB

NOT TO SCALED3 PIPE SLEEVE THROUGH WALL

FIREPROOF SEALANT

OVERFLOW PIPE EXTERIOR LADDER W/

SAFETY CAGE

PROVIDE 6" DRY PIPE VALVE WITH

ASSOCIATED TRIM AND FLOW

PRESSURE SWITCH. SEE

SPECIFICATIONS SECTION 211316 FOR

TRIM REQUIREMENTS AND

SUPERVISORY NITROGEN SYSTEM.

TO WET PIPE

SPRINKLER SYSTEM

SPLASH GAURD

FOR DRY PIPE SYSTEM, NIPPLE UP OFF BRANCH LINE AND PITCH TEST

CONNECTION PIPE TOWARD TEST VALVE. SEE NFPA 13, FIG A.16.14.2

FOR DRY PIPE SYSTEM,PROVIDE PLUG AT VALVE AND TEMPORARY UNIONED

CONNECTION TO DISCHARGE PIPE. SEE NFPA 13, FIG A.16.14.2

5" STORZ CONNECTION

30 DEGREE FIXED ELBOW

FINISH GRADE

CHECK VALVE

4" FDC PIPING

BALL DRIP

SCALE:D2

FIRE DEPARTMENT

STORZ CONNECTION

NOT TO SCALE

" T

G R

12"

MAX

TO SYSTEM

FOUNDATION DESIGN BY TANK

MANUFACTURER.SEE TECHNICAL

SPECIFICATIONS 221219.

NOTES:

1. DIMENSIONS ARE NOMINAL FOR TANK HAVING USABLE CAPACITY OF 78000 GAL. DIMENSIONS SHOWN INCLUDE A

MINIMUM OF 1.25' SEISMIC FREEBOARD AND 6" ANTI-VORTEX PLATE CLEARANCE.

2. FINAL DIMENSIONS TO BE DETERMINED BASED ON VENDORS APPROVED SHOP DRAWINGS.

3. DESIGN SHALL BE BASED ON 112 MPH WIND SPEED AND SEISMIC DESIGN CATEGORY D. SEE TECHNICAL

SPECIFICATION 221219 FOR ADDITIONAL PERFORMANCE DESIGN PARAMETERS.

4. NOMINAL DIMENSIONS SHOWN ARE A VENDOR'S STOCK DIMENSIONS. OTHER NOMINAL TANK DIMENSIONS ARE

ACCEPTABLE PROVIDING MINIMUM USABLE CAPACITY REQUIREMENTS ARE ACHIEVED.

5. TANK TO BE INSULATED, HEATED AND PROVIDED WITH CATHODIC PROTECTION. SEE TECHNICAL SPECIFICATION

SECTIONS 221219 AND 134713.

6. FOR UNDERGROUND PIPING, APPURTENANCE AND TRENCHING DETAILS, REFER TO CIVIL DRAWING C-504 AND

TECHNICAL SPECIFICATION SECTION 221113.

7. FOR TANK HEATING, AND MONITORING DETAILS REFER TO ELECTRICAL AND FIRE ALARM RISER DIAGRAM DRAWINGS

AND TECHNICAL SPECIFICATIONS.

NOTES:

FOR UNDERGROUND WATER SERVICE, PIPING, APPURTENANCE AND TRENCHING DETAILS, REFER TO CIVIL DRAWING C-504.

(SEE NOTES FOR DRY PIPE TEST CONNECTION)

HIGHEST POINT OF TANK: MAX EL = 105 FT

TOP OF FOUNDATION:

EL = 60 FT

GRADE LEVEL

15 1

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

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IES ENGINEER

ING

N S

PLAN PROGRESS

P R

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N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

O N

FP501

R D

M S

A S

N O

NOTE

1. SEE SHEET FP001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES

ALTERNATE BID ITEMS

SEE SHEET G-004 FOR ALTERNATE BID ITEM DESCRIPTIONS

15. WASH PAD ENCLOSURE

KEYED NOTES

1. IF ABI 15 IS ACCEPTED, "FUTURE WASH PADS" WILL BE CHANGED TO "WASH PAD".

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

N G

O N

D G

P-001

M E

M S

A S

N O

LEGEND

HOSE BIB

L LOCKING VALVE

ABBREVIATIONS

AFF

ANG

ARNG

BFP

C, CW

CFH

CHP

CO/WCO/FCO

COND

DCW

DHW

DHWR

DIW

DWH

DWV

ERV

EWH

ELEV

ERV

EWC

EWT

FCU

FFE

FLR

FPHB

GAL

GPF

GPM

H, HW

HWPW

HWR

IW OR ID

INV

LAV

LPC

LPG

MBH

MEANG

MEARNG

MECH

MSHP

NIC

PDI

PET

POL

PRV

PSI

PTANK

(R)

RPD

T&P

TMV

VIF

VOL

VTR

WHA

W&T W&V

AIR COMPRESSOR

ABOVE FINISHED FLOOR

AIR NATIONAL GUARD

ARMY NATIONAL GUARD

BOILER

BACKFLOW PREVENTOR DEVICE

COLD WATER

COMPRESSED AIR

CONDENSATE DRAIN

CUBIC FEET PER HOUR

COMBINED HEAT AND POWER

CLEANOUT/WALL/FLOOR

CONDENSATE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

DOWN IN WALL

DOWN

DOMESTIC WATER HEATER

DRAINAGE, WASTE AND VENT

EMERGENCY EYE/SHOWER STATION

ENERGY RECOVERY VENTILATORS

EXAMPLE

ELECTRIC WATER HEATER

ELEVATION

ENERGY RECOVERY VENTILATOR

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

FURNACE

FAN COIL UNIT

FLOOR DRAIN

FINISH FLOOR ELEVATION

FLOOR

FREEZE PROOF HOSE BIBB

FLOOR SINK

GALLON

GAS

GREASE INTERCEPTOR

GALLONS PER FLUSH

GALLONS PER MINUTE

GREASE WASTE

HOT WATER

HOSE BIBB

HANDICAPPED ACCESSIBLE, HEATING COIL

HOT WATER PRESSURE WASHER

HOT WATER RECIRCULATION

INDIRECT WASTE

INCHES

INVERT

LAVATORY

LOAD MODULE

LIMIT OF PLUMBING CONTRACT

LIQUIFIED PETROLEUM GAS

1000 BTU PER HOUR

MAINE AIR NATIONAL GUARD

MAINE ARMY NATIONAL GUARD

MECHANICAL

MOP RECEPTOR

MINI SPLIT HEAT PUMP

MIXING VALVE

NOT IN CONTRACT

NATURAL GAS

PLUMBING & DRAINAGE INSTITUTE

PLUMBING EXPANSION TANK

PETROLEUM, OIL, LUBRICANTS

PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH

PROPAN TANK

REMOVE AND RETAIN

RECIRCULATION PUMP

REDUCED PRESSURE BACKFLOW PREVENTOR

STORM

SANITARY

STORM DRAIN

SHOWER

SINK

TRENCH DRAIN

TEMPERATURE & PRESSURE RELIEF VALVE

THERMOSTATIC MIXING VALVE

TRAP PRIMER

URINAL

UTILITY SINK

VENT

VERIFY IN FIELD

VOLUME

VENT THRU ROOF

WASTE

WALL BOX

WATER CLOSET

WALL HYDRANT

WATER HAMMER ARRESTOR

WASTE AND TRAP

WASTE AND VENT

LINETYPES

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER RECIRCULATION PIPING

SANITARY PIPING

VENT PIPING

PIPE BREAK

PIPE ELBOW

PIPE END CAP

PIPE RISE

PIPE TEE FROM BOTTOM

PIPE TEE FROM TOP

PRESSURE GAUGE W/BALL VALVE

PRESSURE REDUCING VALVE

SAFETY RELIEF VALVE

STRAINER W/BALL DRAIN VALVE, HOSE

BIB AND CAP (GATE VALVE FOR STEAM)

STRAINER W/ BLOW OFF

UNION AS DICTATED BY PIPE SIZE

THERMOMETER

TEMPERATURE/PRESURE WELL

FLANGE AS DICTATED BY PIPE SIZE

GENERAL SYMBOLS

AHU-XX

(XXX)

C5 M-501

DETAIL NUMBER

DRAWING WHERE DETAIL IS DRAWN

SYMBOL PER ABBREVIATION LIST

EQUIPMENT SEQUENCE NUMBER

NOTES

KEYED NOTE

GPM

BALL VALVE

CHECK VALVE

GATE VALVE

PUMP

BOILER DRAIN VALVE W/ HOSE BIB

DIRECTION OF FLOW

METER

REDUCED PRESSURE BACKFLOW PREVENTER

REDUCER (CONCENTRIC)

COMBINATION FLOW MEASURING/ BALANCING

VALVE (CIRCUIT SETTER)

PIPE PITCH DOWN IN DIRECTION OF FLOW

COMPRESSED AIR PIPE

FUEL OIL RETURN PIPE

FUEL OIL SUPPLY PIPE

GENERAL NOTES

1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE

APPLICABLE TO ALL PLUMBING DRAWINGS INDICATED BY

P-###, PS###, OR PL###.

2. PERFORM MANUFACTURER RECOMMENDED FUNCTION

PERFORMANCE TESTING. TEST AND BALANCE SYSTEM UPON

STARTUP.

3. LAYDOWN AND STAGING AREAS TO BE COORDINATED WITH

OWNER

4. CONTRACTOR SHALL COORDINATE ANY UTILITY

INTERRUPTIONS IN SERVICE WITH OWNER.

5. PLANS ARE DIAGRAMMATIC AND SYSTEMS SHALL BE

CONSTRUCTED TO CODE.

6. CONTRACTOR SHALL PROVIDE COMPLETE AND FUNCTIONAL

SYSTEMS.

7. ALL WORK SHALL BE COORDINATED WITH ALL TRADES

INVOLVED.

8. SCALE IS APPROXIMATE.

9. OFFSETS IN PIPING AND TRANSITIONS AROUND

OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL

COST TO THE OWNER.

10. VERIFY EQUIPMENT CONNECTIONS WITH MANUFACTURER'S

CERTIFIED DRAWINGS. FIELD VERIFY AND COORDINATE

DIMENSIONS BEFORE FABRICATION.

11. CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND

SPECIFICATIONS.

12. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS

AND GUIDES AS RECOMMENDED BY MANUFACTURER AND

DEFINED BY SPECIFICATIONS TO PREVENT STRESS ON

PIPING.

13. ALL ROOF/WALL PENETRATIONS, FITTINGS, AND

CONNECTIONS SHALL BE PROPERLY SEALED TO ENSURE

THE EFFICIENT OPERATION OF THE SYSTEM AND TO AVOID

THE INFILTRATION OF MOISTURE OR PRECIPITATION.

14. MANUFACTURERS NAMES AND MODELS ARE USED TO

PROVIDE CAPACITY, SIZE, AND QUALITY AND PERFORMANCE

ONLY AND SUBSTITUTIONS MEETING THE PROJECT NEEDS

ARE ALLOWED PENDING SUBMITTAL APPROVAL.

15. REFER TO MECHANICAL DRAWINGS FOR SEQUENCE OF

OPERATIONS AND CONTROLS DIAGRAMS FOR PLUMBING

EQUIPMENT.

16. MINIMUM SANITARY PIPE SIZE BELOW SLAB TO BE 2".

17. EXPOSED INSULATED PIPING SHALL RECEIVE FIELD APPIED

ALUMINUM JACKET FOR EXTERIOR PIPING AND PVC JACKET

FOR INTERIOR PIPING.

18. ALL CONDUCTORS AND WIRING SHALL BE IN RACEWAY.

19. MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES.

WHERE EQUIPMENT IS ELEVATED MAINTAIN CLEARANCE ON

THE GROUND TO ALLOW LADDER ACCESS.

20. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS AS

SCHEDULED.

21. CONTRACTOR SHALL FILL PROPANE TANKS FOR STARTUP OF

EQUIPMENT AND AT SUBSTANTIAL COMPLETION.

CONDENSATE DRAIN

X BID ALTERNATE ITEM

PT PLUG

W O

CT1

FSC

P P

OO OO O

A A

WBH

W T

WR2

WR1

HP1

SBC

PLF

TRM1

PWS1

PWS2

PLF

MW1

GLB

FSC

B1 B2

O OO O

P P

D W

W/D

VENDING

1FUEL TANK-1

FUEL TANK-2

CHP-1

PTANK-2

PTANK-3

PTANK-4

PTANK-1

PTANK-5

11 11

CHP-2

AREA A

AREA B

AREA C

AREA D

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

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IES ENGINEER

ING

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PLAN PROGRESS

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En vi ro nm en t &

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C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

N G

PS101

M S

A S

N O

1" = 50' 50' 100'25'0A1 PLUMBING SITE PLAN

NOTES

1. SEE SHEET P-001 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES.

2. SEE CIVIL DRAWINGS FOR LOCATION OF OIL WATER SEPARATOR, SOLIDS

INTERCEPTOR, UNDERGROUND LPG PIPING, AND LIFT STATION.

3. REFERENCE CIVIL DRAWINGS FOR UNDERGROUND UTILITY ROUTING.

KEYED NOTES

1. FUEL TANK IS OWNER PROVIDED AND OWNER INSTALLED. COORDINATE

CONTROLS CONDUIT AND CONDUCTOR FOR LEAK DETECTION WITH

ELECTRICAL AND CIVIL CONTRACTOR.

2. 1/2" ABOVE GROUND LPG PIPING AND SUPPORTS RUN ALONG GROUND

SERVING CHP. SEE MECHANICAL DETAILS FOR PIPE PROTECTION.

3. UNDERGROUND LPG PIPING CONNECTION SEE CIVIL FOR CONTINUATION.

4. FUEL TANK IS OWNER PROVIDED AND OWNER INSTALLED.

PLAN

NORTH

ALTERNATE BID ITEMS

SEE SHEET G-004 FOR ALTERNATE BID ITEM DESCRIPTIONS

4. PURCHASE PROPANE TANKS.

11. COMBINED HEAT AND POWER UNITS.

1 1.3 1.7 2.0 2.4 2.5

B.5

2.6

32.3

B.3

1.9 MATCH LI

SEE A1/P

MATCH LINE

SEE A1/PL102

4"4"

3" W&T

UP TO

FD-A

4" S-UP TO FCO-B

STARTING INVERT

ELEVATION = 55'-7"

4" S

INV ELEV = 55'-0"

FOR CONTINUATION

SEE CIVIL DRAWINGS

FFE = 60'-0"

1/ 8"

/F T

1/8"/FT

4" S-UP TO

FCO-B

5' -0

" L

3" W&T UP

TO FD-A

1/ 8"

/F T

4" SD-UP

TO FCO-B

1/2" DCW-UP

5' -0

" L

4" S-DROP INTO

TOP OF MAIN

4" SD-UP TO

FCO-B

WASH

PAD

BULK POL

STORAGE

CONTROLLED

WASTE

HANDLING

FLAMMABLE

MATERIALS

STORAGE

TELECOM/

ARNG

CORRIDOR

MECH/ELEC

BULKY

EQUIPMENT

STORAGE

BATTERY

ROOM

ENCLOSED

UNHEATED

STORAGE

3" SD (1515 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1300 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" SD (15430 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

2 2 2

4" SD (15430 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1300 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1515 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" W&T

UP TO

FD-A

2" V-UP

3 3

33 4

6" SD

INV ELEV = 56'-6"

FOR CONTINUATION

SEE CIVIL DRAWINGS

HWPW-1

4" S

3" W&T

UP TO

FD-A

4" S UP

TO FCO-B

3" W&T

UP TO

FD-A

1/2" TP

1/2" TP UP

2" V-UP

1/2" TP UP

(TYP 2)

V V

V VD

DCW

V V

1/2" TP UP

(TYP 2)

3" SD (835 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (835 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4 15

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

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IES ENGINEER

ING

N S

PLAN PROGRESS

P R

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F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

A F

N D

G P

PL101

M E

M S

A S

N O

NOTE

1. SEE SHEET P-001 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES

1/8" = 1' - 0" 4' 16'0 8'A1 AREA A FIRST LEVEL UNDERSLAB PLUMBING PLAN

PLAN

NORTH

KEYED NOTES

1. 1/2" DCW BELOW SLAB. ROUTE FULL SIZE TO CB-A DRIVE LINE PORT AS

PART OF BASE BID. PROVIDE INSULATION AND SELF REGULATING HEAT

TRACE PER SPECIFICATIONS. RUN HEAT TRACE ALONG ENTIRE PIPE

LENGTH BELOW SLAB AND ON VALVES IN CB-A AS PART OF BASE BID.

COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR. DO NOT

PROVIDE DCW AND HEAT TRACE AS PART OF ABI 15.

2. SD PIPING UP TO DOWNSPOUT FROM GUTTERS. REFER TO

ARCHITECTURAL DRAWINGS FOR CONTINUATION.

3. RADON PIT WITH 6" UNDERSLAB PIPING TO VENT. SEE STRUCTURAL

DRAWINGS FOR RADON PIT DETAIL.

4. 6" RADON UP THROUGH ROOF.

5. BASE BID INCLUDES DIVERTING VALVE, UNDERSLAB DCW LINE, AND

STORM DRAIN PIPING. ABI 15 SCOPE DOES NOT INCLUDE FCO-B,

DIVERTING VALVE, UNDERSLAB PIPING AND CONNECTION TO SITE.

ALTERNATE BID ITEMS

B.5

3 4 5 6 7 8 9 10

C.4

B.9

B.3

MATCH LINE

SEE A1/PL101

MATCH LI

SEE A1/P

MATCH LI

SEE A1/P

MATCH LINE

SEE A1/PL103

4" S-UP

TO FCO-B

4" S-UP TO

FCO-B

4" S-UP

TO FCO-B

1/ 8"

/F T

1/ 8"

/F T

1/ 8"

/F T

1/ 8"

/F T

1/8"/FT

FFE = 60'-0"

4" S-UP

TO FCO-B

3" W&T UP

TO FD-A

2" V-UP

3" W&T UP

TO FD-A

2" V-UP

WORK BAY

4" SD (1500 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" SD (1500 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (740 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" SD (1550 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" S UP

TO FCO-B

4" SD (1550 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (750 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

2 2 2

1/2" TP UP

1/2" TP

4" S UP

TO FCO-B

V V

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

C T

N O

F M

, V

En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

NOTE

1. SEE SHEET P-001 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES

KEYED NOTE

1. STARTING INVERT ELEVATION = 58'-4"

2. SD PIPING UP TO DOWNSPOUT FROM GUTTERS. REFER TO

ARCHITECTURAL DRAWINGS FOR CONTINUATION.

3. RADON PIT WITH 6" UNDERSLAB PIPING TO VENT. SEE STRUCTURAL

DRAWINGS FOR RADON PIT DETAIL.

4. 6" RADON UP THROUGH ROOF.

PLAN

NORTH

1/8" = 1' - 0" 4' 16'0 8'A1 AREA B FIRST LEVEL UNDERSLAB PLUMBING PLAN

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

B F

N D

G P

PL102

M E

M S

A S

N O

ATCH LINE

SEE

A1/PL102

MATCH LINE

SEE A1/PL102

A1 /P

MATCH LINE

SEE A1/PL104

5' -0

" L

2" W-UP

2" S-UP

FFE = 60'-0"

2" W-UP

TO WB-A

2" W-UP

2" S-UP

3 4

4" 4"

23"

1/8"/FT 1/8"/FT

1/8"/FT

PRODUCTION

CONTROLLER

SUPERVISOR

INSPECTION

& LIBRARY

ADMIN

ASSISTANT

BREAK

ROOM

MAIN

ENTRANCE

CLASSROOM

ARNG

CORRIDOR

LATRINE

TOOL

ROOM

SPRINKLER

SUPPLY

OFFICE

JANITORIAL

TOOL

ROOM

120A

SUPPLY

ROOM

122A

SUPPLY

ROOM

SECONDARY

ENTRANCE

MECH/

ELEC

ARNG

RACKS

132A

ANG

RACKS

132B

TELECOM/IT

ANG

CORRIDOR

RECYCLING

STORAGE

149A

243RD

OPEN

OFFICE

265TH

OPEN

OFFICE

PHYSICAL

FITNESS

FEMALE

LOCKER

129A

MALE

VESTIBULE

MALE

LOCKER

128A

MALE

LATRINE

FEMALE

LATRINE

WASHER/

DRYER

MALE

SHOWER

128B

JANITORIAL

SHARED

CORRIDOR

PPE

STORAGE

COMMON

FEMALE

SHOWER

129B

CLOSET

150A

3" SD (1140 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1140 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1140 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (760 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (760 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (460 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1170 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" SD (1330 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

4" SD (1400 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (1200 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

3" SD (300 SF)

FOR CONTINUATION

SEE CIVIL DRAWINGS

5 5 5 5

55555

4" S

INV ELEV = 56.5'

FOR CONTINUATION

SEE CIVIL DRAWINGS

10.9

14 15 16

16.8

12.7

16.9

C.8

B.1

181312

B.7

14.1

C.2

3" W&T 3" W&T

1/2" TP

1/2" TP UP

1/2" TP

1/2" TP UP

(TYP 2)

1/2" TP UP

(TYP 2)

V V

V V V

OFSHEET:

I R EC T ORA T E

I L I TARY BUREAU

I L

IES ENGINEER

ING

N S

PLAN PROGRESS

P R

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N O

F M

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En vi ro nm en t &

In fra st ru ct ur e In c.

C on gr es s

Su ite

, P or tla nd

M E

) 7

-5

) 7

-4 w

.w sp

.c om

-1

C E

P N

G U

DRAFT

35% REVIEW

60% REVIEW

95% REVIEW

FINAL REVIEW

FOR BIDDING

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

O , M

C DB

KEY PLAN

F O

R C

O N

U C

-1 8-

D es cr ip tio n

Ap pr

D at e

R ev

D R

B Y:

C H

D B

SHEET ID:

C F

N D

G P

PL103

M E

M S

A S

N O

NOTE

1. SEE SHEET P-001 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES

KEYED NOTE

1/8" = 1' - 0" 4' 16'0 8'A1 AREA C FIRST LEVEL UNDERSLAB PLUMBING PLAN

PLAN

NORTH

1. 3" W&T UP TO FD-A.

2. 2" V-UP.

3. 4" S-UP TO FCO-A.

4. 2" W&T-UP.

5. SD PIPING UP TO DOWNSPOUT FROM GUTTERS. REFER TO

ARCHITECTURAL DRAWINGS FOR CONTINUATION.

6. RADON PIT WITH 6" UNDERSLAB PIPING TO VENT. SEE STRUCTURAL

DRAWING FOR RADON PIT DETAIL.

7. 6" RADON UP THRU ROOF.

21 22 23 24 25

B.6

201917 18

C.3

C.5

B.8

MATCH LINE

SEE A1/PL103

MATCH LI

SEE A1/P

4" S-UP

TO FCO-B

4" S-UP

TO FCO-B

4" 4"

4" S-UP

TO FCO-B

4" S

INV ELEV = 56'-10"

FFE = 60'-0"

4" S-UP

TO FCO-B

4" S-UP

TO FCO-B

4" S-UP

TO FCO-B

2" W-UP

4" S-UP

TO FCO-B

2" W-UP

3" S-UP

5' -0

" L

1/8"/FT 1/8"/FT

4" S-UP

TO FCO-A

1/8"/FT

WORK BAY

POWER PRO

WORK BAY

MECH/

ELEC

BULK POL

ANG

CORRIDOR

TELECOM/

JAN

TOOL ROOM,

WHEEL &

TIRE SHOP

RESTROOM

HVAC

WORK BAY

POWER

PRO/HVAC

TOOL ROOM

POWER

PRO/HVAC

OFFICE

3" SD…

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File	Type	Posted
Attachment Be.pdf.crdownload	CRDOWNLOAD file	May 23, 2024
Attachment Ba.pdf.crdownload	CRDOWNLOAD file	May 23, 2024
Attachment Bb.pdf.crdownload	CRDOWNLOAD file	May 23, 2024
Attachment Aa.pdf	PDF	May 23, 2024
Attachment Ab.pdf.crdownload	CRDOWNLOAD file	May 23, 2024
Attachment Bc.pdf.crdownload	CRDOWNLOAD file	May 23, 2024

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File details come from the government source that posted it. Updated May 24, 2024.