2. DESIGN DRAWINGS-Repair Base Switching Station (HDR 21 October 2025).pdf

FA4897-25-F-0026

21 OCTOBER 2025

FA4897-20-D-0001

MOUNTAIN HOME AIR FORCE BASE, ID

REPAIR BASE SWITCHING STATION, BLDG 1406 &

POWER STATION, BLDG 1017

100% DESIGN DOCUMENTS

366 CES/CEN

DELIVERY ORDER NO.:

CONTRACT NO.:

ISSUE DATE:

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SHEET INDEX

PublishOrder_ USACE Sheet Number Sheet Name 90% 100%

01-GENERAL

1 GI001 COVER SHEET • •

2 GC001 CONTRACTOR ACCESS AND HAUL ROUTE • •

3 GE001 ELECTRICAL LEGEND • •

4 BB101 BORING LOCATION PLAN • •

5 BB601 BORING LOG • •

6 LS101 CODE ANALYSIS • •

7 LS102 CODE COMPLIANCE SITE PLAN • •

8 LS103 LIFE SAFETY PLAN • •

05-CIVIL

9 C-001 SURVEY CONTROL MAP • •

10 CD101 SITE DEMOLITION PLAN • •

11 CD102 SWITCHING STATION DEMOLITION PLAN • •

12 CS101 SITE PLAN • •

13 CS102 SITE GRADING PLAN • •

14 CS103 SPOT ELEVATION PLAN • •

15 CS104 SITE LAYOUT PLAN • •

16 CS501 DETAILS • •

17 CS502 DETAILS • •

18 CS503 DETAILS • •

19 CS504 DETAILS • •

07-STRUCTURAL

20 S-001 GENERAL STRUCTURAL NOTES • •

21 S-101 FOUNDATION PLAN • •

22 S-102 ROOF FRAMING PLAN • •

23 S-501 TYPICAL STRUCTURAL DETAILS • •

24 S-502 TYPICAL STRUCTURAL DETAILS • •

25 S-503 TYPICAL STRUCTURAL DETAILS • •

26 S-504 TYPICAL STRUCTURAL DETAILS • •

27 S-505 GRAVITY AND LATERAL LOAD DIAGRAMS • •

08-ARCHITECTURAL

28 A-101 FLOOR PLAN • •

29 A-102 REFLECTED CEILING PLAN • •

30 A-103 ROOF PLAN • •

31 A-201 EXTERIOR ELEVATIONS • •

32 A-202 EXTERIOR ELEVATIONS • •

33 A-301 BUILDING CROSS SECTIONS • •

34 A-302 WALL SECTIONS • •

35 A-501 DETAILS • •

36 A-601 SCHEDULES AND DETAILS • •

12-FIRE PROTECTION

37 FA001 FIRE ALARM LEGEND AND NOTES • •

38 FA100 FIRE ALARM PLAN • •

39 FA501 FIRE ALARM DETAILS • •

40 FA502 FIRE ALARM ANTENNA DETAILS • •

41 FA601 FIRE ALARM RISER DIAGRAM • •

42 FA602 FIRE ALARM MATRIX • •

43 FA603 CODE ANALYSIS • •

15-MECHANICAL

44 M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS • •

45 M-101 FIRST FLOOR PLAN - HVAC • •

46 M-501 HVAC DETAILS • •

47 M-601 HVAC SCHEDULES • •

16-ELECTRICAL

48 EP101 POWER AND TELECOMMUNICATION PLAN • •

49 EG101 LIGHTNING PROTECTION PLAN • •

50 EL101 LIGHTING PLAN • •

51 ET101 UMCS NETWORK RISER DIAGRAM • •

52 E-501 ELECTRICAL DETAILS • •

53 E-502 ELECTRICAL DETAILS AND DIAGRAMS • •

54 E-601 ELECTRICAL SCHEDULES • •

55 E-001 ELECTRICAL LEGEND • •

56 E-002C SWITCHING DIAGRAM • •

57 E-002R SWITCHING DIAGRAM • •

58 E-003C SINGLE LINE DIAGRAM • •

59 E-003R SINGLE LINE DIAGRAM • •

60 E-101C FRONT VIEW AND FLOOR PLAN • •

61 E-101R FRONT VIEW AND FLOOR PLAN • •

62 E-102C CONDUIT PLAN • •

63 E-102R CONDUIT PLAN • •

64 E-103 CONDUIT DETAILS • •

65 E-104 VAULT AND POLE DETAILS • •

66 E-301 SECTION VIEWS • •

67 EI001 TYPICAL MAIN BREAKER 3-LINE AND CONTROL SCHEMATIC • •

68 EI002 TIE BREAKER 3-LINE AND CONTROL SCHEMATIC • •

69 EI003 TYPICAL GENERATOR MAIN BREAKER 3-LINE AND CONTROL SCHEMATIC • •

70 EI004 TYPICAL FEEDER BREAKER 3-LINE AND CONTROL SCHEMATIC • •

71 EI005 MAIN BUS A DIFFERENTIAL RELAY 3-LINE AND CONTROL SCHEMATIC • •

72 EI006 MAIN BUS B DIFFERENTIAL RELAY 3-LINE AND CONTROL SCHEMATIC • •

73 EI007 ETHERNET SWITCH CONTROL SCHEMATIC • •

74 EI008 ANNUNCIATOR CONTROL SCHEMATIC • •

75 EP001 CPT & ATS 3-LINE AND CONTROL SCHEMATIC • •

76 EP002 AC PANEL/BATTERY CHARGER/DC PANEL • •

77 EP003 AC & DC BUS ACCESSORY & CONDUIT SCHEMATIC • •

78 ES101 ELECTRICAL SITE PLAN • •

79 ES102 SITE GROUNDING PLAN • •

80 ES103 TYPICAL GROUNDING DETAILS • •

81 ES104 TYPICAL GROUNDING DETAILS • •

Grand total: 81

JWAGES

Snapshot

ATCT

(BUILDING

3600)

BUILDING

ALPINE ST

PHANTOM AVE

LIBERATOR STREET

AARDVARK AVENUE

FALCON STREET

ALPINE STREET

BOMBER STREET

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CIVIL ENGINEERING

BUILDING 1300

WATER FILL STATION

NEAR BUILDING 1406

SECURITY FORCES

BUILDING 1013

FIRE DEPT.

BUILDING 206 RECYCLING CENTER

BASE EXCHANGE (BX)

HOSPITAL

GRAND VIEW ROAD

(TO HIGHWAY 167)

GRAND VIEW GATE

(CONTRACTOR ACCESS)

GUNFIG

HTER AVENUE

2N

D AVENUE

1S

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WING HQ

BUILDING 512

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AVENUE

TH AVENUE

STAGING AREA.

SEE NOTE 6

AAFES SERVICE STATION

MAIN GATE

VISITOR'S CENTER

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BLDG 1406

BLDG 1017

0 800 1600

1. REFER TO SPECIFICATION 01 14 00 WORK RESTRICTIONS FOR INSTRUCTIONS

ON ACQUIRING BASE ACCESS.

2. MAINTAIN STRICT DUST CONTROL TO PREVENT BLOWING DUST AT ALL TIMES.

DUST CONTROL METHODS AND PROCEDURES MUST BE APPROVED BY THE

CONTRACTING OFFICER AND PROJECT MANAGER/PROJECT INSPECTOR.

3. ALL TRUCKS MUST BE COVERED WHEN HAULING TO MINIMIZE HAZARD FROM

FALLING OBJECTS.

4. CLEAN UP (BY SWEEPING, VACUUMING, AND/OR OTHER APPROVED MEANS)

THE PROJECT SITE AND ANY ROUTE WHERE MATERIAL IS SPILLED AS

NEEDED OR DIRECTED BY THE CONTRACTING OFFICER AND PROJECT

MANAGER/PROJECT INSPECTOR.

5. RESTORE HAUL ROUTE, STAGING AND STORAGE AREAS TO

PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE

CONTRACTING OFFICER AND PROJECT MANAGER/PROJECT INSPECTOR.

PROVIDE SEEDING AND APPROPRIATE GROUND COVER FOR AREAS BEING

RESTORED DUE TO CONSTRUCTION ACTIVITY.

6. USE THE AREA SHOWN FOR STAGING AND MATERIAL STORAGE UNLESS

OTHERWISE GIVEN DIRECTION/APPROVAL BY THE CONTRACTING OFFICER

AND PROJECT MANAGER/PROJECT INSPECTOR.

7. COORDINATE HAUL ROUTES, LAYDOWN AREAS, AND UTILITY CONNECTIONS

FOR CONTRACTING OFFICER AND PROJECT MANAGER/PROJECT INSPECTOR

APPROVAL.

8. THIS SHEET APPLIES TO CONSTRUCTION WORK AND REPAIR WORK.

CONTRACTOR ACCESS / HAUL ROUTE

PROJECT LOCATION / WORK AREA

STAGING AREA

BUILDINGS

A1 CONTRACTOR ACCESS AND HAUL ROUTE

SCALE: 1" = 800'

GENERAL SHEET NOTES

LEGEND

PLAN

NORTH

GC001

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GENERAL ELECTRICAL NOTES:

1.

2.

THIS SHEET APPLIES TO CONSTRUCTION WORK AND REPAIR

WORK.

SCREENING OR SHADING OF WORK IS USED TO INDICATE

EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED

IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

ONE-LINE, POWER, AND LIGHTING SYMBOLOGY

S

J

LP100

208/120V 3 , 4W

GROUND

TWO RECEPTACLES IN 2-GANG BOX UNDER COMMON

COVER PLATE

X

Y

SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE,

PHASE, NUMBER OF WIRES WHEN INDICATED

W

CONDUIT STUBBED OUT AND CAPPED

CIRCUIT CONTINUATION

GROUND ROD

GROUND CABLE

Y

X

DUPLEX RECEPTACLE

WALL SWITCH

Y

X

Y

X

Y

X

SINGLE-FACED CEILING OR WALL MOUNTED EXIT LIGHT;

DIRECTIONAL ARROWS (IF REQUIRED) AS INDICATED ON PLANS

DOUBLE-FACED CEILING OR WALL MOUNTED EXIT LIGHT;

DIRECTIONAL ARROWS (IF REQUIRED) AS INDICATED ON PLANS

X

Y

X

Y EMERGENCY LIGHT, NUMBER OF ATTACHED HEADS AS SHOWN

CEILING/PENDANT MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

Y X

Z

WALL MOUNTED LUMINAIRE, LAMP TYPE AS SPECIFIED

X

Y Z

HOMERUN TO SOURCE (E.G. PANELBOARD, MCC)

NUMBER IN PARENTHESES REPRESENTS CONDUCTOR

SIZE OTHER THAN #12

SINGLE PHASE: 2#12, 1#12G IN 3/4"C

THREE PHASE: 3#12, 1#12G IN 3/4"C

UNLESS OTHERWISE NOTED, CONDUCTOR SIZE IS FOR

ENTIRE CIRCUIT, SOURCE TO LAST DEVICE. ALSO, SEE

ONE LINE DIAGRAM FOR CIRCUIT REQUIREMENTS

CONDUIT TURNING DOWN

CONDUIT TURNING UP

PANELBOARD (LESS THAN 250V)

PANELBOARD (250V TO 600V)

JUNCTION OR PULL BOX

NON-FUSED SAFETY SWITCH, 30A, 3P, X

INDICATES AMP RATING GREATER THAN 30A

OR

X Y

SUBSCRIPTS:

X - INDICATES TYPE

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

FUSED SAFETY SWITCH, 3P, X INDICATES AMP RATING

GREATER THAN 30A, Y INDICATES FUSE SIZE

Y

X

X 20A 3P

X

100AF

80AT

3P

X - INDICATES TYPE

NONE

SINGLE POLE

DOUBLE POLE

THREE-WAY

FOUR-WAY

Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)

X - INDICATES LUMINAIRE TYPE PER LUMINAIRE SCHEDULE

Y - INDICATES AC CIRCUIT NUMBER FROM PANELBOARD

Z - INDICATES CONTROLLING SWITCH (IF REQUIRED)

NL - NIGHT LIGHT UNSWITCHED

SUBSCRIPTS:

LIGHTING FIXTURE SUBSCRIPTS:

MCCB

ICCB

LVP

MCP

TYPES:

MOLDED CASE

INSULATED CASE

LOW VOLTAGE POWER

MOTOR CIRCUIT

PROTECTOR

(RATING PER CONNECTED

LOAD)

LOW VOLTAGE CIRCUIT BREAKER (CB). RATING

AND NO. OF POLES AS SHOWN. WHEN SPECIFIC

TYPE, OTHER THAN MCCB, IS REQUIRED, X

INDICATES TYPE.

L S I G A

TRIP UNIT:

LONG TIME PICKUP

SHORT TIME PICKUP

INSTANTANEOUS PICKUP

GROUND FAULT PICKUP

ARC ENERGY REDUCTION

MODE

CONDUIT CONNECTION TO EQUIPMENT

X

(#X)

J OR

W - INDICATES DC CIRCUIT NUMBER FROM PANELBOARD

COMMUNICATION SYMBOLOGY

WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET

SECURITY SYMBOLOGY

DOOR POSITION SWITCH

COMBINATION ELECTRIC DOOR STRIKE AND

POSITION SWITCH

PROXIMITY KEYPADR

K

SITE SYMBOLOGY

EXTERIOR PAD MOUNTED TRANSFORMER

ELECTRICAL HANDHOLE OR MANHOLE

X - INDICATES SEQUENCE NUMBER

Y- MHX OR HHX

X

Y

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GRAVEL

LIBERATOR STREET

X X X X X X X X X X X X X X X X X X X X X

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BUILDING 1403 MHAFB SWITCHING

SUBSTATION

IDAHO POWER COMPANY

DISTRUBUTION SUBSTATION

1. SEE SHEET GC001 FOR GENERAL NOTES TO CONTRACTOR.

2. THIS SHEET INCLUDES CONSTRUCTION WORK AND REPAIR WORK.

ROCK PROBE

BORE HOLE

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BLDG 1406

BLDG 1017

GENERAL SHEET NOTES

LEGEND

A1 BORING LOCATION PLAN

SCALE: 1" = 20'

RP-

BH-A

G-01

0 20 40

NAME EASTINGNORTHINGELEVATION

ROCK PROBES AND BORE HOLES

2991.56

2991.62

2991.79

2992.09

2991.86

2991.91

2991.80

2991.91

15640561.52

15640526.09

15640553.18

15640519.28

15640490.90

15640503.27

15640455.49

15640484.19

1942852.73

1942886.79

1942914.64

1942948.87

1942921.52

1942922.78

1942956.81

1942984.19

RP_01

RP_02

RP_07

RP_06

RP_03

BH-AG-01

RP_04

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DEPTH

8.90

10.00

11.50

7.90

7.90

7.15

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7.70

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2992.04 15640574.24 1942908.83RP_08*

2991.98 15640535.75 1942940.13RP_09*

2992.09 15640475.30 1942965.58RP_10*

2991.91 15640468.42 1942972.51RP_11*

2991.93 15640455.23 1942941.85RP_12*

* : LOCATIONS ARE APPROXIMATE.

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• EVERY EXIT OR DIRECTIONAL SIGN WILL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE. NFPA 101 § 7.10.5.1

LOCATIONS WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL WILL BE PLACED IN NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS.

• ACCESS TO EXITS WILL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, WILL BE MARKED BY APPROVED SIGNS.

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES WILL BE AT LEAST 1 FC. NFPA 101 § 7.8.1.3 (2)

WALKING SURFACE DURING OCNDITIONS OF STAIR USE).

• MINIMUM ILLUMINATION FOR MEANS OF EGRESS WILL BE AT LEAST 10 FC (MEASURED FROM NFPA 101 § 7.8.1.3 (1)

ILLUMINATION OF MEANS OF EGRESS

• SPECIAL PURPOSE INDUSTRIAL (UNSPRINKLERED): 50 FT NFPA 101 § 40.2.5.1

• INDUSTRIAL, (UNSPRINKLERED): 50 FT (GENERAL INDUSTRIAL) NFPA 101 § 40.2.5.1

• BUSINESS, (UNSPRINKLERED): 50 FT NFPA 101 § 39.2.5.3

DEAD-END LIMITS

• SPECIAL PURPOSE INDUSTRIAL (UNSPRINKLERED):50 FT NFPA 101 § 40.2.5.1

• INDUSTRIAL, (UNSPRINKLERED): 50 FT (GENERAL INDUSTRIAL) NFPA 101 § 40.2.5.1

• BUSINESS, (UNSPRINKLERED): 50 FT NFPA 101 § 39.2.5.2.1

COMMON PATH OF TRAVEL

• SPECIAL PURPOSE INDUSTRIAL (UNSPRINKLERED):300 FT NFPA 101 § 40.2.6.1

• INDUSTRIAL, (UNSPRINKLERED): 200 FT (GENERAL INDUSTRIAL) NFPA 101 § 40.2.6.1

• BUSINESS, (UNSPRINKLERED): 200 FT NFPA 101 § 39.2.6.3

TRAVEL DISTANCE TO AN EXIT

THAN ONE-HALF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

• MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS DOORS WILL BE NOT LESS NFPA 101 § 7.5.1.3.2

REMOTENESS OF EXITS

• IT EQUIPMENT ROOMS: 300 SQ FT/PERSON GROSS FLOOR AREA

• MECHANICAL/ELECTRICAL ROOMS: 500 SQ FT/PERSON GROSS FLOOR AREA UFC 3-600-01, TABLE 10-1

• INDUSTRIAL USE: 100 SQ FT /PERSON GROSS FLOOR AREA

• STORAGE USE: MAXIMUM PROBABLE

• BUSINESS USE: 150 SQ FT/PERSON GROSS FLOOR AREA NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

• NOT LESS THAN 32" FOR DOOR CLEAR WIDTH IN MEANS OF EGRESS NFPA 101 § 7.2.1.2.3.2

• NOT LESS THAN 28" FOR DOOR CLEAR WIDTH IN EXISTING BUILDINGS

MINIMUM WIDTH:

OF THE REQUIRED EGRESS WIDTH.

• DOOR LEAVES SWINGING INTO THE THE MEANS OF EGRESS WILL LEAVE NOT LESS THAN ON HALF NFPA 101 § 7.2.1.4.3.1

DOOR LEAF ENCROACHMENT

• EQUIPMENT RATED 800 A OR MORE, DOORS SHALL OPEN IN DIRECTION OF TRAVEL AND HAVE PANIC HARDWARENFPA 70 § 110.26 (C) (3)

• DOORS WILL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2 (1)

DOOR LEAF SWING DIRECTION

LIGHTING IN ACCORDANCE WITH NFPA 101 § 7.9.

• THE EGRESS SIDE OF ACCESS-CONTROLLED EGRESS DOORS WILL BE PROVIDED WITH EMERGENCY NFPA 101 § 7.2.1.6.2(7)

FIRE PROTECTIVE SIGNALLING SYSTEM IS MANUALLY RESET.

UNLOCK THE EGRESS DOORS IN THE DIRECTION OF EGRESS AND THEY WILL REMAIN UNLOCKED UNTIL THE

• ACTIVATION OF THE BUILDING SPRINKLER SYSTEM OR FIRE PROTECTION SIGNALING SYSTEM WILL NFPA 101 § 7.2.1.6.2(6)

THE LOCK, INDEPENDENT OF LOCKING SYSTEM ELECTRONICS.

• WHEN OPERATED, THE MANUAL RELEASE DEVICE WILL RESULT IN DIRECT INTERRUPTION OF POWER TO

READS "PUSH TO EXIT".

• THE MANUAL RELEASE DEVICE WILL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT

AND WITHIN 60 IN. OF THE SECURED DOOR OPENING.

• MANUAL RELEASE DEVICE WILL BE LOCATED ON THE EGRESS SIDE 40 IN TO 48 IN ABOVE THE FLOOR

DEVICE COMPLYING WITH THE FOLLOWING:

• DOOR LOCKS WILL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE NFPA 101 § 7.2.1.6.2(3)

THE SENSOR OR TO THE PART OF THE SYSTEM THAT LOCKS THE DOOR.

• DOOR LEAVE WILL AUTOMATICALLY UNLOCK IN THE DIRECTION OF TRAVEL UPON LOSS OF POWER TO NFPA 101 § 7.2.1.6.2(2)

OF EGRESS UPON DETECTION OF APPROACHING OCCUPANT.

• SENSOR WILL BE PROVIDED ON THE EGRESS SIDE, ARRANGED TO UNLOCK THE DOOR IN THE DIRECTION NFPA 101 § 7.2.1.6.2(1)

LOCKING HARDWARE THAT PREVENTS EGRESS, PROVIDED THAT THE FOLLOWING ARE MET:

• DOOR ASSEMBLIES IN THE MEANS OF EGRESS WILL BE PERMITTED TO BE EQUIPPED WITH ELECTRICAL NFPA 101 § 7.2.1.6.2

ACCESS-CONTROLLED EGRESS DOOR ASSEMBLIES:

OF THE 2015 IBC ARE ACCPETABLE.

• WHERE ABA STANDARDS REFERENCES PREVIOUS VERSIONS OF IBC, THE APPLICABLE REQUIREMENTS

ACT (ABA) STANDARDS.

• DO NOT USE IBC CHAPTER 10, EXCEPT WHERE REFERENCED BY ARCHITECTURAL BARRIERS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 10. UFC 1-200-01 § 2-10

MEANS OF EGRESS (SEE LIFE SAFETY PLANS):

• MONITORING OF MECHANICAL EXHAUST VENTILATION. NFPA 855 § 4.9.3.1.3

ENERSYS POWERSAFE HYDROGEN MONITORING

(VESDA SENSEPOINT XCL - LARGE BORE)

• SMOKE AND FIRE DETECTION ASSD & ASSD COMBUSTIBLE GAS DETECTION (VESDA-E VEP)

• ALARM AND MNS EQUIPMENT.

• SURGE PROTECTION DEVICE WILL BE PROVIDED FOR ALL 120 VAC POWERED FIRE UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK WILL BE PROVIDED FOR FIRE ALARM AND MNS IAW UFC 3-520-01. UFC 3-600-01 § 9-18.11.1

• THE FIRE ALARM EVACUATION SIGNAL WILL BROADCAST OVER THE MNS SYSTEM. UFC 3-600-01 § 9-18.1.2.1

• VOICE INTELLIGIBILITY TO BE PROVIDED THROUGHOUT (CIS >0.8 OR STI > 0.70). UFC 4-021-01 § 4-6.1.2

• CRITICAL FACILITY REQUIRES MASS NOTIFICATION SYSTEM UFC 4-010-01 § 1-15.3 & 2-3.5

• NOTIFICIATION TO BE PROVIDED THROUGHOUT ENTIRE BUILDING. UFC 3-600-01 § 9-18.6.1

• MANUAL PULL STATION AT ALL EXIT DOORS. UFC 3-600-01 § 9-18.7.4

• DETECTOR COVERAGE AREA WILL BE REDUCED BY 50% WHERE HVLS FANS ARE USED. UFC 3-600-01 § 9-18.5.1.2

• REMOTE ANNUNCIATOR PROVIDED AT DESIGNATED FIRE DEPARTMENT ENTRANCE. UFC 3-600-01 § 9-18.4.4

• ANALOG / ADDRESSABLE FIRE ALARM SYSTEM WILL BE PROVIDED. UFC 3-600-01 § 9-18.4

• MASS NOTIFICIATION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC 4-021-01. UFC 3-600-01 § 9-18.4

• FIRE ALARM SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72 AND ABA. UFC 3-600-01 § 9-18.3.1

• MASS NOTIFICIATION SYSTEM IS REQUIRED. UFC 4-010-01 § 1-15.3 & 2-3.5

• CRITICAL FACILITY REQUIRES MASS NOTIFICATION SYSTEM UFC 4-010-01 § 1-15.3 & 2-3.5

• FIRE ALARM SYSTEM IS REQUIRED DUE TO CRITICAL FACILITY UFC 4-010-01 § 1-15.3 & 2-3.5

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

ELECTRONICS (EG: CLEAN AGENT).

• EXTINGUISHERS FOR ELECTRONIC EQUIPMENT AREAS SPACES WILL BE SUITABLE FOR UFC 3-600-01 § 9-17.2.2

• PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

• GENERAL PURPOSE FIRE EXTINGUISHERS ARE REQUIRED. UFC 3-600-01 § 9-17.1

PORTABLE FIRE EXTINGUISHERS

• THE DISTANCE FROM EXTERIOR DOORS TO ANY PORTION OF THE

BUILDING DOES NOT EXCEED 450 FT. UFC 3-600-01 § 9-10.2.2

• THE BUILDING DOES NOT EXCEED 4 STORIES. UFC 3-600-01 § 9-10.2.1

• STANDPIPE SYSTEM IS NOT REQUIRED.

STANDPIPE SYSTEMS

EXCEEDING 15,000 SQFT.

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED FOR SINGLE STORY

TYPE I OR II CONSTRUCTION

UFC 3-600-01 § 9-7.2.1.1

• AUTOMATIC SPRINKLER PROTECTION IS NOT REQUIRED.

AUTOMATIC SPRINKLER PROTECTION

ENERSYS POWERSAFE HYDROGEN MONITORING

FIRE DETECTION (VESDA SENSEPOINT XCL - LARGE BORE)

SMOKE AND FIRE DETECTION ASSD & ASSD COMBUSTIBLE GAS DETECTION (VESDA-E VEP)UFC 3-520-05 § 2-6 & NFPA 850

BATTERY STORAGE: NFPA 70 ARTICLE 480

BATTERY PROTECTION: UFC 3-520-01 § 3-11.3.5

• FIRE PROTECTION: COMPLY WITH THE REQUIREMENTS OF 3-520-05 NO FIRE SUPPRESSION REQUIRED. UFC 3-520-05 § 2-6

PORTABLE FACLILITES SHALL BE IN ACCORDANCE WITH ISEA Z358.1

POWERSAFE VRLA AGM BATTERY IS SUSPENDED MAT TYPE BATTERY WHICH GREATLY REDUCES POSSIBLE SPILL.

MANUAL REFILL TYPE PORTABLE EYE AND FACE WASH IS ACCEPTABLE WITH VRLA BATTERIES

• EMERGENCY FACILITIES: COMPLY WITH THE REQUIREMENTS OF 3-520-05 FOR EMERGENCY EYEWASH. UFC 3-520-05 § 2-5

• ELECTRICAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF 3-520-05. UFC 3-520-05 § 2-4

• MECHANICAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF 3-520-05. UFC 3-520-05 § 2-3

• ARCHITECTURAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF UFC 3-520-05 UFC 3-520-05 § 2-2

• STATIONARY BATTERIES AND BATTERY CHARGERS UFC 3-520-01 § 3-11

• BATTERY ENERGY STORAGE SYSTEMS – LEAD ACID (RM 103) UFC 3-600-01 § 4-8 DOES NOT APPLY

• BATTERY ENERGY STORAGE SYSTEMS – LEAD ACID ONLY (NO LITHIUM CHEMISTRY BATTERIES PRESENT)

USE UFC 3-600-01 CHAPTER 4 IN LIEU OF IBC CHAPTER 4. UFC 1-200-01 § 2-4

SPECIAL DETAILED REQUIREMENTS BASED ON USE:

NOTES: • ORDINARY HAZARD CONTENTS, SINCE NO FLAMMABLE LIQUID IS PRESENT (NFPA 101 §A.6.2.2.4, A.3.3.196.8.2

INDUSTRIAL USE ORDINARY HAZARD (BATTERY ROOM) NFPA 101 CHAPTER 40

INDUSTRIAL USE HIGH HAZARD (POWER SUBSTATION) NFPA 101 CHAPTER 40

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED OCCUPANCIES: NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3

GROUP F-1 MODERATE HAZARD FACTORY INDUSTRIAL (POWER PLANTS) IBC § 306 (FACTORY INDUSTRIAL)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: IBC § 508.3

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

USE AND OCCUPANCY CLASSIFICATION:

• BUILDING IS NOT PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM UFC 3-600-01 § 9-7.2.1 AND IBC § 903.2.4

• BUILDING IS CONSTRUCTED USING TYPE II-B CONSTRUCTION IBC § 602 & TABLE 601

BUILDING DESCRIPTION (GENERAL INFORMATION)

ONLY THE PORTIONS OF BUILDING CODE CORRESPONDING TO APPLICABLE SECTIONS OF IBC, PER UFC 1-200-01 APPLY.

UFC'S OVER-RULE ALL CRITERIA; AIR FORCE ENGINEERING TECHNICAL LETTERS OVER-RULE NFPA STANDARDS.

WHERE DISCREPANCIES BETWEEN REGULATIONS AND TECHNICAL LETTERS OCCUR, THE FOLLOWING HIERARCHY WILL BE USED:

APPLICATION HIERARCHY

AFMAN 32-1065 - GROUNDING AND ELECTRICAL SYSTEMS, TAKES PRECEDENCE OVER UFC 3-575-01

NATIONAL ELECTRIC SAFETY CODE, 2023 EDITION, IEEE/AMERICAN NATIONAL STANDARD C2

FM GLOBAL DATA SHEET 5-4 TRANSFORMERS JULY 2019, INTERIM REVISION APRIL 2025

ANSI/UL 555S STANDARD FOR SMOKE DAMPERS

ANSI/UL 555 STANDARD FOR FIRE DAMPERS

AWWA M31 DISTRIBUTION SYSTEM REQUIREMENTS FOR FIRE PROTECTION

ASME/ANSI A13.1- SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS.

ASTM D523 - STANDARD TEST METHOD FOR SPECULAR GLOSS.

ASTM C423-09A - STANDARD TEST METHOD FOR SOUND ABSORPTION AND SOUND ABSORPTION COEFFICIENTS BY THE REVERBERATION ROOM METHOD.

AFM 32-1084, FACILITY REQUIREMENTS.

CFR TITLE 14, PART 77 SAFE, EFFICIENT USE, AND PRESERVATION OF THE NAVIGABLE AIRSPACE, 9 JAN 2017

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS, 2015 EDITION

IEEE 979 GUIDE FOR SUBSTATION FIRE PROTECTION, 2012 EDITION

IEEE 80 GUIDE FOR SAFETY IN AC SUBSTATION GROUNDING, 2013 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION (AS AMENDED BY UFC 1-200-01)

OTHER REFERENCES

NFPA 1963 FIRE HOSE CONNECTIONS, 2019 EDITION

NFPA 291 RECOMMEND PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2025 EDITION NFPA 855 STANDARD FOR THE INSTALLATION OF STATIONARY ENERGY STORAGE SYSTEMS, 2023 EDITION

STATIONS 2020 EDITION

NFPA 850 RECOMMENDED PRACTICE FOR FIRE PROTECTION FOR ELECTRICAL GENERATING PLANTS AND HIGH VOLTAGE DIRECT CONVERTER

NFPA 241 SAFEGUARDS DURING CONSTRUCTION, 2022 EDITION

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION, 2024 EDITION

NFPA 170 FIRE SAFETY SYMBOLS, 2024 EDITION

NFPA 101 LIFE SAFETY CODE, 2024 EDITION.

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2024 EDITION

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2025 EDITION

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2025 EDITION

NFPA 70 NATIONAL ELECTRIC CODE, 2023 EDITION

NFPA 68 STANDARD ON EXPLOSION PROTECTION BY DEFLAGRATION VENTING, 2018 EDITION

NFPA 51B STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING AND OTHER HOT WORK, 2024 EDITION

NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2024 EDITION

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2025 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION

NFPA 1 FIRE CODE, 2024 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) LATEST ADOPED EDITIONS OF NFPA STANDARDS

UFC 4-021-01 DESIGN AND O&M MASS NOTIFICATION SYSTEMS, 9 APRIL 2008, CHANGE 1, JANUARY 2010 UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018, CHANGE 3, 24 MAY 2024

UFC 3-740-05 CONSTRUCTION COST ESTIMATING, 9 DECEMBER 2022.

UFC 3-730-01 PROGRAMMING COST ESTIMATES FOR MILITARY CONSTRUCTION,01 MARCH 2024.

UFC 3-601-02 FIRE PROTECTECTION SYSTEMS INSPECTION, TESTING, AND MAINTENANCE, 7 OCTOBER 2021, CHANGE 1, 18 APRIL 2025 UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016, CHANGE 6, 6 MAY 2021 UFC 3-560-01 OPERATION AND MAINTENANCE: ELECTRICAL SAFETY,24 JULY 2017, CHANGE 3, 15 MAY 2023.

UFC 3-520-05 STATIONARY AND MISSION BATTERIES, 1 MAY 2015, CHANGE 2, 9 JANUARY 2020

UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, 16 JANUARY 2025

UFC 3-410-04 INDUSTRIAL VENTILATION, 13 DECEMBER 2017

UFC 3-400-02 DESIGN: ENGINEERING WEATHER DATA, 20 SEPTEMBER 2018, CHANGE 2, 20 SEPTEMBER 2024

UFC 3-301-01 STRUCTURAL ENGINEERING, 11 APRIL 2023, CHAGE 4, 3 JUNE 2025

UFC 3-260-01 AIRFIELD AND HELIPORT PLANNING AND DESIGN, 4 FEBRUARY 2019, CHANGE 1, 5 MAY 2020

UFC 3-120-10 INTERIOR DESIGN, 16 MAY 2018, CHANGE 3, 22 MAY 2025

UFC 1-300-02 UNIFIED FACILITIES GUIDE SPECIFICATIONS FORMAT STANDARD, 1 APRIL 2014, CHANGE 3, 18 MAY 2021 UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 01 SEPTMEBER 2022, CHANGE 4, 17 DECEMBER 2024

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

GIVEN TO ACCESSIBILITY AND OBSTRUCTIONS (INCLUDING FENCES).

• ALL PARTS OF THE FACILITY EXTERIOR MUST BE WITHIN 350 FT OF A HYDRANT WITH CONSIDERATION UFC 3-600-01 § 9-3.5.8.2

FROM HYDRANTS.

• BOLLARDS, FENCING, LANDSCAPING AND SIMILAR OBSTRUCTIONS WILL BE LOCATED AT LEAST 24 IN. UFC 3-600-01 § 9-3.5.7(G)

• HYRANTS MUST BE INSTALLED ADJACENT TO PAVED AREAS, ACCESSIBLE TO FIRE DEPARTMENT APPARATUS. UFC 3-600-01 § 9-3.5.7(B)

• HYDRANTS WILL NOT BE LOCATED LESS THAN 40 FT. FROM BUILDINGS. NFPA 24 § 7.2.3

FIRE HYDRANT PLACEMENT AND COVERAGE (SEE CODE COMPLIANCE SITE PLAN)

OF FIRE FLOW OR SPRINKLER SYSTEM DEMAND.

• MINIMUM RESIDUAL PRESSURE IN A SERVICE LATERAL MUST NOT BE LESS THAN 20 PSI AT THE GREATER UFC 3-600-01 § 9-3.3.3

• MINIMUM SERVICE LATERAL FOR SPRINKLER SYSTEMS MUST NOT BE LESS THAN 6 IN. UFC 3-600-01 § 9-3.3.2

• NOT MORE THAN 2 HYDRANTS CAN BE LOCATED ON A SERVICE LATERAL. UFC 3-600-01 § 9-3.3.1

THE REQUIRED FIRE FLOW IN CASE OF A SINGLE BREAK.

• SERVICE MAINS MUST NOT BE DEAD-ENDED AND MUST BE LOOPED TO PROVIDE AT LEAST 50 PERCENT OF UFC 3-600-01 § 9-3.2.2-3

• SERVICE MAINS MUST BE SIZED TO CARRY FIRE FLOW AND DOMESTIC AND INDUSTRIAL DEMANDS. UFC 3-600-01 § 9-3.2.1

• SERVICE MAINS AND SERVICE LATERALS MUST COMPLY WITH AWWA M31, NFPA 24 AND UFC 3-230-01. UFC 3-600-01 § 9-3.1.1

SERVICE MAINS AND LATERALS:(EXISTING TO REMAIN)

AVAILABLE FIRE FLOW 2,634 GPM AT 20 PSI

• FLOW TEST RESULTS STATIC 50 PSI RESIDUAL 45 PSI FLOWING 1,000 GPM

NFPA 1 - 18.4.4.3 AND TABLE 18.4.4.2.1 BUILDING AREA <5900 SQ FT & TYPE IIB CONSTRUCTION

• FIRE FLOW FOR NON-SPRINKLERED FACILITIES MUST BE PER NFPA 1 - , REQUIRES 1,500 GPM AT 20 PSI. UFC 3-600-01 § 9-2.2

FIRE FLOW FOR FACILITIES:

NOTES: THE FIRE HYDRANTS LOCATIONS ARE EXISTING SEE CODE COMPLIANCE SITE PLAN FOR ACTUAL DISTANCES.

• ALL-WEATHER GROUND ACCESS WILL BE LOCATED WITHIN 150 FT OF FIRE DEPARTMENT CONNECTIONS. UFC 3-600-01 § 9-1.4

• DIMENSIONS OF FIRE LANES AND TURNAROUNDS WILL COMPLY WITH NFPA 1.

UFC 3-600-01 § 9-1.3

FROM AN EXTERIOR DOOR ACCESSIBLE TO FIRE DEPARTMENT INGRESS.

• ALL-WEATHER PAVED ACCESS WILL START AT THE ROAD AND TERMINATE NO FARTHER THAN 33 FT UFC 3-600-01 § 9-1.1

ACCESS TO THE FACILITY WILL BE PROVIDED.

• ONE MEANS OF PAVED ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED UFC 3-600-01 § 9-1.1

FIRE DEPARTMENT VEHICLE ACCESS (SEE CODE COMPLIANCE SITE PLAN)(EXISTING)

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE PROTECTION SYSTEMS:

INDUSTRIAL A OR B A, B, OR C A, B, OR C CLASS I OR II

STORAGE A, B OR C A, B, OR C A, B, OR C CLASS I OR II

BUSINESS A, B OR C A, B, OR C A, B, OR C CLASS I OR II

GROUP

EXITS EXIT ACCESS

CORRIDORS

ROOMS AND

ENCLOSED...

INTERIOR FINISH

FLOOR

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

CONFORM TO THE REQUIREMENTS OF NFPA 101 CHAPTER 10. UFC 3-600-01 § 8-1

USE UFC 3-600-01 AND UFC 3-120-10 IN LIEU OF IBC CHAPTER 8. UFC 1-200-01 § 2-8

INTERIOR FINISHES:

DESIGNED AND TESTED IN ACCORDANCE WITH ANSI/UL 555 AND ANSI/UL555S WILL BE INSTALLED.

• WHERE A SMOKE BARRIER IS ALSO CONSTRUCTED AS A FIRE BARRIER, A COMBINATION FIRE/SMOKE DAMPER NFPA 101 § 8.5.5.2.2

DAMPER DESIGNED AND TESTED IN ACCORDANCE WITH ANSI/UL555S WILL BE INSTALLED.

• WHERE SMOKE BARRIERS ARE PENETRATED BY DUCT OR AIR TRANSFER OPENING, A SMOKE NFPA 101 § 8.5.5.2.1

FIRE AND SMOKE DAMPERS

NFPA 850 § 18.3 AND 6.1.1.4

• 2 HOUR FIRE BARRIER SEPARATING SWITCHGEAR ROOM AND BATTERY, CONTROL ROOM. IBC § TABLE 509 AND

• 2 HOUR FIRE BARRIER SEPARATING BATTERY ROOM FROM CONTROL ROOM AND MECHANICAL ROOM. NFPA 855 § 4.3.6

• 1 HOUR FIRE BARRIER SEPARATING MECHANICAL ROOM. UFC 3-600-01 § 7-1

SUBSTATION INTERIOR RATED SEPARATIONS (SEE LIFE SAFETY PLAN)

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIREMENTS OF NFPA 101 CHAPTER 8, EXCEPT WHERE IBC CHAPTERS 5 AND 6 UFC 3-600-01 § 7-1

IBC CHAPTER 7 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-7

FIRE AND SMOKE PROTECTION FEATURES:

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• NON-BEARING WALLS & PARTITIONS - INTERIOR: 0 HOUR

• NON-BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• BEARING WALLS - INTERIOR: 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES): 0 HOUR

IBC 601 & TABLE 602 ALL

ALLOWABLE COMBUSTIBLE

MATERIALS AS DEFINED IN

SECTION 603

REQUIRED STRUCTURAL ELEMENTS:

• TYPE II-B CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 6 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-6

TYPES OF CONSTRUCTION:

15 FT AND 1 STORY (GROUP F-1 - SUBSTATION) DEFINITION

• ACTUAL BUILDING HEIGHT AND STORIES: 15 FT AND 1 STORY (OFFICES AND SHOPS) IBC § 502 BUILDING HEIGHT

• ALLOWABLE HEIGHT: 55 FT AND 2 STORIES FOR UNSPRINKLED F-1 BUILDINGS IBC § 504.1 TABLE 504.3/504.4

DEFINITION

• ACTUAL TOTAL BUILDING AREA: 2,073 SF IBC § 502 BUILDING AREA

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: LIMITED FOR UNSPRINKLERED F-1 IBC § Table 506.2

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: UNSPRINKLERED II-B/F-1 = 15,500 IBC § 506.2.1

• BUILDING IS NOT PROTECTED WITH AUTOMATIC SPRINKLERS. IBC § 903.2.4

• TYPE II-B CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 5 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-5

GENERAL BUILDING HEIGHTS AND AREAS:

a If FM-approved transformers are used; the separation distances must follow the requirements of FM Global Data Sheet 5-4, which allows for reduced separation distances.

Less Flammable: See NFPA 70.

Mineral Oil

<500 (1.9)

500 - 5,000 (1.9 - 19)

>5,000 (19)

5 (1.5)

15 (4.6)

25 (7.6)

15 (4.6)

25 (7.6)

50 (15.2)

25 (7.6)

50 (15.2)

100 (30.5)

25 (7.6)

50 (15.2)

100 (30.5)

Less flammable

<10,000 (37.9)

>10,000 (37.9)

5 (1.5)

15 (4.6)

5 (1.5)

15 (4.6)

25 (7.6)

50 (15.2)

25 (7.6)

50 (15.2)

LIQUID

LIQUID

VOLUME

GAL

2-hr Fire-Resistant \6\

Wall /6/

ft. (m)

Non-Combustible \6\ Wall /6/

ft. (m)

Combustible \6\ Wall /6/

ft. (m)

Vertical Distance

ft. (m)

Table 4-4 Separation Distance Between Outdoor Insulated Transformer \6\ Containment /6/ and Buildings

NFPA 70, ARTICLE 450

• INDOOR TRANSFORMERS MUST COMPLY WITH: UFC 3-520-01 §4-24.2 3-1.2

AND 3-520-01 § 3-2.3

• INDOOR SWITCHGEAR MUST COMPLY WITH: NFPA 70, ARTICLE 408

• OCCUPANCY CLASSIFICATION: SPECIAL PURPOSE INDUSTRIAL OCCUPANCY. UFC 3-600-01 §3-2.1.2 IBC 306.1

NFPA 850 § 18.3 AND 6.1.1.4

• OCCUPANCY SEPARATION. UFC 3-600-01 § 3-2.1.2 IBC 509

• APPLIES TO SWITCH GEAR ROOM NFPA 850

• COMPLY WITH NFPA 70 WHEN SPECIFICALLY ADDRESSED BY UFC 3-600-01.

• SWITCHGEAR ROOM

JWAGES

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SUBSTATION

IDAHO POWER COMPANY

DISTRUBUTION SUBSTATION

.0

0'

27.27'

HOSE LAY - 310'-0" (UP

TO 350FT ALLOWED)

FIRE SEPARATION

DISTANCE

HOSE LAY - 305'-0" (UP

TO 350FT ALLOWED)

HOSE LAY - 310'-0" (UP

TO 350FT ALLOWED)

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0'

EXISTING

FIRE HYDRANT

EXISTING

FIRE HYDRANT

FIRE SERVICE ENTRANCE

FIRE SEPARATION

DISTANCE

BLDG 1017

COMM COMMUNICATIONS

ELECTRICAL - PRIMARY

ELECTRICAL - SECONDARY

NATURAL GAS

SANITARY SEWER

STORM DRAIN

POTABLE WATER

EXISTING FIRE HYDRANT

EXISTING WATER VALV

FIRE SEPARATION DISTANCE

HOSE LAY DISTANCE

LEGEND

A1 CODE COMPLIANCE SITE PLAN

SCALE: 1" = 20'

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TD-1 TD-1TD-1

TD

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TD

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TD

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TD-1 TD-1TD-1

TD

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TD

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TD

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SWITCH

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CONTROL

COMM

BATTERY

DOOR

2' - 8"

101C

DOOR

2' - 8"

101B

DOOR

2' - 8"

102B

DOOR

3' - 4"

104A

CP-1 BLDG 1017

CLEAR DOOR WIDTH [FEET - INCHES]

OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

FIRE EXTINGUISHER

OTHERS

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL

LIGHTING DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS :

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

EXIT SYMBOL

WALL RATING

2 HOUR FIRE BARRIER

A

B

U .S

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3/16" = 1'-0"A1 LIFE SAFETY PLAN

MEANS OF EGRESS ARRANGEMENT DISTANCE SCHEDULE

- BUILDING SUMMARY

EGRESS PATH ID

EGRESS DISTANCE

PROVIDED MAXIMUM PERMITTED

CP-1 27' - 6" 50' - 0"

TD-1 132' - 6" 200' - 0"

MEANS OF EGRESS WIDTH CAPACITY - BUILDING

SUMMARY

EXIT ID

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT

LOAD

CAPACITY

101B 0.2 2' - 8" 160 101C 0.2 2' - 8" 160 102B 0.2 2' - 8" 160 104A 0.2 3' - 4" 200

LEGEND

SCHEDULES

*SOURCE: NFPA 101§ 7.3.1.2 AND UFC 3-600-01 TABLE 10-1

TOTAL FACILITY AREA 1973 9

104 MECH/ELEC 76 MECHANICAL 500 1

103 BATTERY 70 ELECTRICAL 500 1

102 CONTROL ROOM 335 INDUSTRIAL 100 4

101 SWITCH GEAR 1492 ELECTRICAL 500 3

ROOM

NUMBER ROOM DESCRIPTION

ROOM

AREA

SQ.FT.

ROOM USE

LOAD FACTOR

(SQ.FT. /

PERSON)*

OCCUPANCY

LOAD

OCCUPANCY LOAD SCHEDULE

NOTE: DOUBLE DOORS 101 A EXCEED PERMITTED WIDTH

FOR EGRESS AND ARE FOR MAINTENANCE ACCESS ONLY.

0 2' 4' 8' 12'

PLAN NORTH

1. THIS SHEET INCLUDES CONSTRUCTION WORK AND REPAIR WORK.

GENERAL NOTE:

NORTHING ELEVATION DESCRIPTION

MHAFB 1

KMOA

KMOC

MHAFB 2

15643822.6431 STAINLESS STEEL ROD IN SLEEVE

1942551.4070 2990.30 1951234.8080

15640238.7521 1937609.4120 2986.46

15636250.1971 1941272.9580 3004.05 BRASS CAP IN CONCRETE

1946754.6500 3010.22

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

STAINLESS STEEL ROD IN SLEEVE

PRIMARY SURVEY CONTROL - NORTHINGS AND EASTINGS ARE GRID VALUES

NAME EASTING

KMOB

MHAFB 4

1935889.4980 2984.25

15639271.8481

15635565.6221 3015.41

15631351.2181

STAINLESS STEEL ROD IN SLEEVE

ATCT(BUILDING3600)

BUILDING3601

ALPINE ST

PHANTOM A

VE

NORTHING ELEVATION DESCRIPTION

MHAFB 1

KMOA

KMOC

MHAFB 2

15643822.6431 STAINLESS STEEL ROD IN SLEEVE

1942551.4070 2990.30 1951234.8080

15640238.7521 1937609.4120 2986.46

15636250.1971 1941272.9580 3004.05 BRASS CAP IN CONCRETE

1946754.6500 3010.22

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

STAINLESS STEEL ROD IN SLEEVE

SECONDARY SURVEY CONTROL - NORTHINGS AND EASTINGS ARE GROUND VALUES

NAME NORTHING ELEVATION DESCRIPTION

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

PRIMARY SURVEY CONTROL - NORTHINGS AND EASTINGS ARE GRID VALUES

NAME EASTING

KMOB

MHAFB 4

1935889.4980 2984.25

15639271.8481

15635565.6221 3015.41

15631351.2181

STAINLESS STEEL ROD IN SLEEVE

EASTING

FIRE HYDRANT

MANHOLE-SANITARY SEWER

BORE HOLE

LEGEND

WATER LINE

SANITARY SEWER

CONTROL POINT

TREE-DECIDUOUS

TRAFFIC SIGN

S/W SIDEWALK

JUNCTION BOX

UNDERGROUND COMMUNICATIONS

NAME EASTINGNORTHINGELEVATION

BORE HOLES

TREE-CONIFEROUS

MANHOLE-COMMUNICATION

NATURAL GAS LINE

ANTI-SIPHON VALVE

IRRIGATION VALVE

FENCE-CHAINLINK

CP_A

MAGNETIC NAIL IN ASPHALT

CP_B

CP_C

CP_D

FENCE-WROUGHT IRON

UNDERGROUND ELECTRICAL LINE

LIBERATOR STREET

2991.56

2991.62

2991.79

2992.09

2991.86

2991.91

2991.80

2991.91

15640561.52

15640526.09

15640553.18

15640519.28

15640490.90

15640503.27

15640455.49

15640484.19

1942852.73

1942886.79

1942914.64

1942948.87

1942921.52

1942922.78

1942956.81

1942984.19

RP_01

RP_02

RP_07

RP_06

RP_03

BH_AG-01

RP_04

RP_05

S/W

2992.56 2992.35 2991.68 2992.11

15640710.9319 15640493.1681 15640372.9574 15640571.6667

1942892.4670 1943122.8450 1943006.7773 1942811.3452

WATER VALVE

MANHOLE-ELECTRIC

7T H A

VENUE

BUILDING 1403

MHAFB SWITCHING

SUBSTATION

IDAHO POW

ER COMPANY

DISTRUBUTION SUBSTATION

GATE

MHAFB 4

KMOA

KMOB

MHAFB 1

KMOC

CP_B

CP_A

LIBERATOR STREET

AARDVARK AVENUE

FALCON STREET

ALPINE STREET

BOMBER STREET

PE

R

IM

ET

ER

R

O

AD

PE

R

IM

ET

ER

R

O

AD

PHANTOM AVENUE

CIVIL ENGINEERING

BUILDING 1300

WATER FILL STATION

NEAR BUILDING 1406

FIRE DEPT.

BUILDING 206 RECYCLING CENTER

BASE EXCHANGE (BX)

HOSPITAL

GRAND VIEW ROAD

(TO HIGHWAY 167)

GRAND VIEW GATE

(CONTRACTOR ACCESS)

GUNFIG

HTER AVENUE WING HQ

BUILDING 512

th

AVENUE

FLIGHTLINE ROAD

AAFES SERVICE STATION

VISITOR'S CENTER

G U

N

FI

G H

TE

R

A

VE

N U

E

MHAFB 2

CP_C

CP_D

7T

H AVENUE

SECONDARY SURVEY CONTROL - NORTHINGS AND EASTINGS ARE GROUND VALUES

NAME NORTHING ELEVATION DESCRIPTION

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

1/2" REBAR W/YELLOW PLASTIC CAP MARKED LS7881

EASTING

CP_A

MAGNETIC NAIL IN ASPHALT

CP_B

CP_C

CP_D

2992.56 2992.35 2991.68 2992.11

15640710.9319 15640493.1681 15640372.9574 15640571.6667

1942892.4670 1943122.8450 1943006.7773 1942811.3452

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BLDG 1017

A1 SURVEY CONTROL MAP

SCALE: 1" = 1000' 0 1000 2000

1. THE HORIZONTAL COORDINATES ARE BASED ON WGS 1984 UTM ZONE 11

NORTH DATUM. THE COORDINATES WERE GLOBALLY SCALED BY A FACTOR

OF 3.2808333333 TO CONVERT FROM METERS TO U.S. SURVEY FEET. THE

PRIMARY SURVEY CONTROL IS THE PERMANENT SURVEY CONTROL

MONUMENTS LOCATED ON THE BASE. THE DATA FOR THE EXISTING BASE

MONUMENTS MHAFB 1, MHAFB 2, AND MHAFB 4 CAN BE OBTAINED FROM THE

NGS DATA SHEETS. THE DATA FOR THE EXISTING BASE MONUMENTS KMOA,

KMOB, AND KMOC WERE PROVIDED BY THE BASE. THE DATA FOR ALL 6

PRIMARY CONTROL MONUMENTS WAS VERIFIED BY A COMBINATION OF

STATIC AND RTK GPS OBSERVATIONS. THE PRIMARY CONTROL HORIZONTAL

COORDINATES SHOWN HEREON ARE GRID VALUES AND HAVE NOT BEEN

SCALED TO GROUND.

2. ELEVATIONS ARE BASED ON NAVD88 DATUM. THE ELEVATIONS SHOWN FOR

THE SECONDARY CONTROL WERE ESTABLISHED BY DIFFERENTIAL LEVELING

FROM THE PRIMARY CONTROL MONUMENT MHAFB 4.

3. THE CONTROL MONUMENTS SHOWN HEREON WERE LOCATED USING

STANDARD TERRESTRIAL TRAVERSE METHODS MEETING THE REQUIRED

ACCURACIES FOR TOPOGRAPHIC CONTROL SURVEYS. THE RESULTING

COORDINATES SHOULD NOT BE USED FOR REPLACING THESE MONUMENTS.

4. THIS SHEET INCLUDES CONSTRUCTION WORK AND REPAIR WORK.

SECURITY FORCES

BUILDING 1013

GENERAL CIVIL NOTES

SUBSTATION

PROJECT SITE

PLAN

NORTH

C-001

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BUILDING 1403 MHAFB SWITCHING

SUBSTATION

IDAHO POWER COMPANY

DISTRUBUTION SUBSTATION

X X

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BLDG 1406

BLDG 1017

1. SEE SHEET GC001 FOR GENERAL NOTES TO CONTRACTOR.

2. ASPHALT CONCRETE REMOVALS MUST BE INITIATED WITH A SINGLE FULL DEPTH, VERTICAL SAWCUT.

3. UTILITIES SHOWN ARE APPROXIMATE. LOCATE UTILITIES PRIOR TO COMMENCING WORK. HYDROEXCAVATION OR AIR KNIFE MUST BE USED FOR EXCAVATION IN ANY AREA WHERE EXISTING UTILITY MAY BE ENCOUNTERED. UTILITIES NOT IDENTIFIED TO BE DEMOLISHED, THAT ARE DAMAGED AS PART OF PROJECT WORK, MUST BE REPAIRED AT THE COST OF THE

CONTRACTOR.

4. BOLDED FEATURES REPRESENT FEATURES TO DEMOLISH OR ALTER. PROTECT IN PLACE FEATURES SHOWN IN GRAY.

5. THIS SHEET APPLIES TO CONSTRUCTION WORK AND REPAIR WORK. REFER TO KEYNOTE TABLE FOR CONSTRUCTION AND

REPAIR ITEMS.

6. SUBMIT TRAFFIC CONTROL PLAN TO MHAFB FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

7. SEE SHEET CS104 FOR COORDINATE LOCATIONS OF DEMOLITION.

8. SEE DETAIL A1 ON CS501 FOR DETAIL OF BASALT REMOVAL.

1 DEMOLISH EXISTING MHAFB SWITCHING SUBSTATION SECURITY FENCE. EXISTING FENCE

ALONG LIBERATOR STREET TO REMAIN. REPAIR

2 DEMOLISH RAILROAD TIES. REPAIR

3 DEMOLISH TREES AND REMOVE STUMPS. REPAIR

4 DEMOLISH IRRIGATION PIPES AND VALVES. PLUG PIPE AS NECESSARY. REPAIR

5 END FENCE REMOVAL. REPAIR

DEMOLISH EXISTING MHAFB SWITCHING SUBSTATION EQUIPMENT AFTER NEW SUBSTATION

IS OPERATIONAL. SEE TRANSITIONING PLAN AND INFORMATION ON SHEET CD102 AND

E-002.

REPAIR

7R 7C

REMOVE ASPHALT ROADWAY SECTION (AND CONCRETE CURB AND GUTTER WHERE IT

EXISTS) TO INSTALL NEW / REMOVE ABANDONED UTILITIES.

REPAIR (R) &

CONSTRUCTION (C)

8 DEMOLISH EXISTING ELECTRICAL. REPAIR

9 DEMOLISH EXISTING SIDEWALK. REPAIR

10 PROTECT EXISTING STRUCTURE IN PLACE. CONSTRUCTION

11 REMOVE ASPHALT PARKING LOT WITHIN LIMITS SHOWN. SAWCUT FULL DEPTH AT REMOVAL

LIMITS. CONSTRUCTION

12 REMOVE CONCRETE CURB AND GUTTER. CONSTRUCTION

SAWCUT AND REMOVE 2 FEET WIDTH OF ASPHALT (ASPHALT TO BE REPLACED AFTER

CURB AND GUTTER PLACEMENT). REPAIR

W

SD

G

SAN

COMM

E

ES

AND REPLACED AFTER TRENCHING IS COMPLETE

DEMO AREA

EXISTING COMMUNICATIONS

EXISTING ELECTRICAL - PRIMARY

EXISTING ELECTRICAL - SECONDARY

EXISTING NATURAL GAS

EXISTING SANITARY SEWER

EXISTING STORM DRAIN

EXISTING FUEL LINE

EXISTING WATER LINE

EXISTING JUNCTION BOX

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING IRRIGATION VALVE

EXISTING ANTI-SIPHON VALVE

EXISTING MANHOLE - SANITARY SEWER

EXISTING MANHOLE - ELECTRIC

EXISTING MANHOLE - COMMUNICATION

EXISTING TRAFFIC SIGN

FENCE - CHAINLINK

FENCE - WROUGHT IRON

F

X X

W

GENERAL CIVIL NOTES

SHEET KEYNOTES

LEGEND

A1 SITE DEMOLITION PLAN

SCALE: 1" = 20'

D R

IV

EW

AY

MATCHLINE - SEE THIS SHEET

MATCHLINE - SEE THIS SHEET

0 20 40

MHAFB SWITCHING

SUBSTATION

BUILDING 1403

BLDG

LIBERATOR STREET

7T H

A

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8T H

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IDAHO POWER COMPANY

DISTRIBUTION SUBSTATION

REMOVE AND STOCKPILE ROCK TO BE KEPT CLEAN

PLAN

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CD101

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SHEET ID

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BLDG 1406

BLDG 1017

1. SEE SHEET GC001 FOR GENERAL NOTES TO CONTRACTOR.

2. COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER AND PROJECT

MANAGER/PROJECT INSPECTOR PRIOR TO STARTING WORK.

3. THIS SHEET APPLIES TO REPAIR WORK ONLY. ITEMS SHOWN IN RED ON THIS

SHEET MUST BE REMOVED AS REPAIR WORK. DEMOLITION MUST OCCUR

AFTER THE NEW SWITCHGEAR IS OPERATIONAL.

4. STEEL STRUCTURE, POLES, INSULATORS, SWITCHES, FUSE DISCONNECTS,

AUTOMATIC CIRCUIT RECLOSERS, ELECTRICAL BUS, SURGE ARRESTERS,

TRANSFORMERS, PAD MOUNT GEAR, AND OTHER ELECTRICAL APPARATUS

MUST BE TAKEN TO BASE RECYCLING CENTER FOR PROCESSING.

COORDINATE WITH CONTRACTING OFFICER AND PROJECT

MANAGER/PROJECT INSPECTOR PRIOR TO HAULING.

5. ABOVE GRADE CONDUITS AND GROUNDING CONDUCTORS MUST BE

REMOVED AT LEAST 12" BELOW GRADE.

6. BELOW GRADE CONDUITS AND GROUNDING CONDUCTORS MAY BE

ABANDONED IN PLACE.

7. CONCRETE FOUNDATIONS MUST BE COMPLETELY REMOVED AND DISPOSED

AT AN APPROPRIATE WASTE FACILITY. DRILL PIER FOUNDATIONS MUST BE

KNOCKED DOWN AT LEAST 24" BELOW GRADE AND MAY BE ABANDONED IN

PLACE.

8. SURFACE MATERIAL (ROCK) MUST REMAIN IN PLACE.

9. ANY CAVITIES, HOLES OR RUTS CREATED AS A RESULT OF FOUNDATION

REMOVAL AND DEMO WORK MUST BE BACKFILLED WITH SATISFACTORY

MATERIAL PER SPECIFICATION 31 00 00,…