B01 Attachment J01 BP4_01_GENERAL_IHS-Whiteriver-Pump-House_FINAL-CD.pdf

IHS REVIEW AND APPROVAL

REVIEWED BY DATE

CIVIL

MECHANICAL

APPROVED DATE

DES PROJECT MANAGER

CONCURRENCE DATE

DES DEPUTY DIRECTOR

AREA FACILITY PROGRAM DIRECTOR

AREA OEHE DIRECTOR

P lo t D at e

ISSUE DATE:

Two Renaissance Square 40 North Central Avenue, Suite 601 Phoenix, Arizona 85004 602.364.5042 www.ihs.gov

IHS Division of Engineering Services 1301 Young Street, Suite 840-19 Dallas, TX 75202

VOLUME I OF I

ISSUED FOR:

FINAL CONSTRUCTION DOCUMENTS

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

2/

/2

2:

:1

P

M

BP4 - IHS HOSPITAL PUMP HOUSE

200 W Hospital Drive Whiteriver, Arizona, 85941

03/05/2026

Owner

14904.00

PUMP HOUSE FOR THE WHITERIVER HOSPITAL

THE FOLLOWING PROJECT GENERAL NOTES APPLY TO THE

ENTIRE DRAWING SET AND ARE NOT SPECIFIC TO ANY ONE

DISCIPLINE, UNLESS OTHERWISE NOTED:

1. THE DRAWING SET AND SPECIFICATIONS (PROJECT

MANUAL) ARE COMPLEMENTARY AND ESTABLISH

DETAILED MINIMUM REQUIREMENTS FOR THE DESIGN AND

CONSTRUCTION OF THE PROJECT.

2. THE DRAWING SET CONSISTS OF ALL SHEETS LISTED BY

THE SHEET INDEX. THE WORK DESCRIBED BY THE

DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER

DISCIPLINE AND MAY REQUIRE REFERENCE TO DRAWINGS

OF ANOTHER DISCIPLINE. AS SUCH, DO NOT DISTRIBUTE

OR UTILIZE PARTIAL SETS OF DRAWINGS.

3. COLUMN GRID LINES IDENTIFIED BY A LETTER

DESIGNATION ARE PARALLEL, UNLESS OTHERWISE

NOTED. COLUMN GRID LINES IDENTIFIED BY A NUMBER

DESIGNATION ARE PARALLEL AND ARE PERPENDICULAR

TO THOSE WITH LETTER DESIGNATIONS, UNLESS

OTHERWISE NOTED.

4. DISCIPLINE GENERAL NOTES, SYMBOLS AND DEFINITIONS

APPLICABLE TO EACH DISCIPLINE'S DRAWINGS MAY BE

FOUND AT THE FRONT OF EACH DISCIPLINE'S PORTION OF

THE DRAWING SET AND ARE LISTED IN THE SHEET INDEX.

5. UNLESS INDICATED OTHERWISE, THE 'ARCHITECTURAL'

SERIES DRAWINGS TAKE PRECEDENCE FOR THE FINISHED

APPEARANCE AND LOCATION OF ALL EXPOSED ELEMENTS

OF THE WORK OF ALL TRADES, INCLUDING THAT WORK

WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF

OTHER DISCIPLINES.

6. THE DRAWINGS MAY MAKE REFERENCE TO OR

ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK

OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS AS

INDICATED ARE REFERENCED OR ILLUSTRATED FOR THE

CONTRACTOR'S REFERENCE, INFORMATION AND

COORDINATION ONLY.

7. EXISTING CONDITIONS, IF SHOWN, ARE FROM AVAILABLE

RECORD DRAWINGS AND/OR VISUAL FIELD SURVEYS.

VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR

TO SUBMITTING A BID. NOTIFY THE ARCHITECT, IN

WRITING AND PRIOR TO SUBMITTING A BID, OF ANY

DISCREPANCIES.

8. TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW

WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS, IF

ANY, WHICH ARE TO REMAIN OR BE SALVAGED. ANY

DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE

IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO

THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE

MADE, REPLACE SYSTEMS AND ELEMENTS WITH "LIKE

NEW" QUALITY ACCEPTABLE TO THE ARCHITECT, ALL AT

NO ADDITIONAL COST.

9. ALL PARTS OF THE WORK, INCLUDING BUT NOT

LIMITED TO MATERIALS, METHODS, OR ASSEMBLIES,

MUST COMPLY WITH THE REQUIREMENTS OF THE

GOVERNING CODES AND REGULATIONS OF ALL

FEDERAL, STATE AND LOCAL AUTHORITIES HAVING

JURISDICTION OVER THE PROJECT, AS WELL AS

THOSE GREATER REQUIREMENTS INDICATED BY THE

CONTRACT DOCUMENTS. NO PART OF THE CONTRACT

DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR

ALLOW WORK CONTRARY TO A GOVERNING CODE OR

REGULATION.

10. IDENTIFY AND NOTIFY THE ARCHITECT OF CONFLICTS

BETWEEN THE WORK OF DIFFERENT PARTIES AT THE

EARLIEST POSSIBLE DATE SO AS TO ALLOW

REASONABLE AND ADEQUATE TIME FOR THE

CONFLICT TO BE RESOLVED WITHOUT DELAYING THE

WORK. ALL DEVIATIONS FROM THE CONTRACT

DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE

ARCHITECT AND OWNER.

SmithGroup is a member in good standing of the USGBC

THIS PROJECT IS REGISTERED UNDER THE LEED ® GREEN BUILDING PROGRAM

ADMINISTERED BY THE GREEN BUILDING CERTIFICATION INSTITUTE (GBCI). THE PROJECT

MANUAL SECTION TITLED "SUSTAINABLE DESIGN REQUIREMENTS" OUTLINES THE

SPECIFIC CRITERIA TO BE ACHIEVED IN THIS PROJECT TO OBTAIN LEED [insert certification level here] CERTIFICATION BASED ON GBCI's "insert LEED version and program here]"

EXISTING WHITERIVER HOSPITAL

AZ

-73

N O R

TH

F O R K W H

IT

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IV

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APACHE CIRCLE

N A V A

JO

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IV

E

K U P E R D R

IV

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N P

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R S

TR

EE

T

402 O

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SAW

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O

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S A W M

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L R O A D

N P O W E R

LI

N E R O A D

402 OLD S

AWMILL RO

AD

W 36TH DR

N P O W E R

LIN

E R O A D

N BLACK HILLS ROAD KUPER DRIVE

A P A C H E C

IR

C

LE

APACHE CIRCLE

APACHE CIRCLE

KIOWA DRIVE

HOPI DRIVE

CHOCTAW DRIVE

PROPOSED PROJECT

LOCATION

SHEET NUMBER

PROJECT NUMBER

SEALS AND SIGNATURES

ISSUED FOR DATE

P lo t D at e:

IHS Whiteriver Hospital

200 W Hospital Drive Whiteriver, Arizona, 85941

IHS Project #: 131445 IHS Contract #: 75H70123R00008 IHS Award Date: 02/02/2024

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

Drawn By: Checked By:

BASED ON PROGRAM OF REQUIREMENTS DATED [03/26/22],

POR AMENDMENT DATED [02/03/25], AND ON SCHEMATIC

DRAWINGS APPROVED [11/19/24].

BUILDING PACKAGE 4 (BP4)

IHS HOSPITAL PUMP HOUSE

3/ 4/ :0 2:

A M

PROJECT SHEET INDEX

AND GENERAL PROJECT

INFORMATION

G1.1 PHBP4BP4BP4BP4

A P R O T O S O A

IE

-K A R D O S

14904.00

APROTOSOAIE-KARDOS PETAK

PROJECT GENERAL

NOTES

VICINITY MAP

OWNER / CLIENT:

INDIAN HEALTH SERVICE

TWO RENAISSANCE SQUARE

40 NORTH CENTRAL AVENUE, SUITE 601

PHOENIX, ARIZONA 85004

T: 602.364.5042 WEBSITE: www.ihs.gov

IHS DIVISION OF ENGINEERING SERVICES

1301 YOUNG STREET, SUITE 840-19

DALLAS, TX 75202

ARCHITECT:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

MECHANICAL ENGINEER:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

ELECTRICAL ENGINEER:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

STRUCTURAL ENGINEER:

PK ASSOCIATES, LLC

7434 East McDONALD DRIVE

SCOTTSDALE, ARIZONA 85250

T: 480.922.8854 WEBSITE: www.pkastructural.com

CIVIL ENGINEER:

DIBBLE ENGINEERS INC.

1626 NORTH LITCHFIELD ROAD, SUITE 150

GOODYEAR, ARIZONA 85203

T: 623.935.2258 WEBSITE: www.dibbleengineers.

LANDSCAPE ARCHITECT:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

PROJECT TEAM

PROJECT DESCRIPTION

PROJECT SUSTAINABILITY STATEMENT

FIRE ALARM / FIRE PROTECTION ENGINEER:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

ICT ENGINEER:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

SECURITY ENGINEER:

SMITHGROUP

455 NORTH THIRD STREET, SUITE 250

PHOENIX, ARIZONA 85004

T: 602.265.2200 WEBSITE: www.smithgroup.com

WAYFINDING SIGNAGE:

SELBERT PERKIN DESIGN

432 CULVER BLVD

PLAYA DEL RAY, CA 90293

T: 310.822.5223 WEBSITE: www.selbertperkins.com

TRUE NORTHPROJECT NORTH

PROJECT SHEET INDEX

Current Revision

Current Revision Date SHEET NUMBER SHEET NAME

GENERAL

G0.0 PH PROJECT COVER SHEET

G1.1 PH PROJECT SHEET INDEX AND GENERAL PROJECT INFORMATION

G2.1.1 PH BUILDING CODE SUMMARY

G2.2.1 PH PUMPHOUSE LIFE SAFETY AND CONTROL AREA PLAN

Structural

S0.0.1 COVER SHEET

S1.0.1 GENERAL STRUCTURAL NOTES

S1.0.2 GENERAL STRUCTURAL NOTES

S2.1.1 FOUNDATION AND ROOF FRAMING PLANS

S2.1.2 ELEVATION AND SECTION VIEWS

S3.0.1 TYPICAL CONCRETE DETAILS

S3.1.1 TYPICAL MASONRY DETAILS

S4.0.1 FOUNDATION DETAILS

S5.0.1 FRAMING DETAILS

ARCHITECTURAL

A0.1 PH ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

A0.2 PH TYPICAL MOUNTING HEIGHTS AND DIMENSIONING CONVENTIONS

A1.1.1 PH ARCHITECTURAL SITE PLAN - OVERALL

A2.1.1 PH PLANS AND ELEVATIONS

A4.1.1 PH EXTERIOR BUILDING AND WALL SECTIONS

A4.5.1 PH CMU PATTERNS

A5.0.1 PH WALL AND ROOF ASSEMBLIES

A5.2.1 PH EXTERIOR PLAN DETAILS

A5.3.1 PH EXTERIOR WALL SECTION DETAILS

A5.3.2 PH EXTERIOR WALL SECTION DETAILS

A5.5.1 PH ROOFING DETAILS

A9.2.1 PH PARTITION SYSTEMS

A9.2.2 PH PARTITION SYSTEMS DETAILS - FRAMING

A9.3.1 PH DOOR AND OPENING SCHEDULE

A9.6.1 PH MODULAR CASEWORK SCHEDULE AND DETAILS

AI1.1.1 PH INTERIOR FINISH SCHEDULE AND LEVEL 1 FINISH PLAN

AG2.1 PH INTERIOR SIGNAGE

FIRE PROTECTION

FP0.1 PH FIRE SUPPRESSION ABBREVIATIONS AND SYMBOLS

FP2.1 PH FIRE SUPPRESSION PLAN

PLUMBING

P0.1.PH PLUMBING ABBREVIATIONS /SYMBOLS/GENERAL NOTES

P1.0.PH PLUMBING SITE PLAN

P2.1.PH FIRST LEVEL PLUMBING WASTE/VENT & EQUIPMENT LAYOUT PLANS

P3.1.PH FIRST LEVEL PLUMBING WATER PIPING PLAN

P5.1.PH PLUMBING ISOMETRIC DIAGRAMS

P5.2.PH PUMP HOUSE PROCESS FLOW DIAGRAM

P6.1.PH PLUMBING DETAILS

P7.1.PH PLUMBING SCHEDULES

P8.1.PH FIRST LEVEL PLUMBING WATER PIPING PLAN - ADD OPTION 01

P8.2.PH PLUMBING ISOMETRIC DIAGRAMS - ADD OPTION 01

P8.3.PH PUMP HOUSE PROCESS FLOW DIAGRAM - ADD OPTION 01

P8.4.PH PUMPHOUSE ULTRAFILTRATION SKID P&ID - BASIS OF DESIGN - ADD OPTION 01

MECHANICAL

M0.1.PH MECHANICAL ABBREVIATIONS AND SYMBOLS

M4.1.PH ENLARGED MECHANICAL PLANS - PUMP HOUSE

M8.1.PH CONTROLS ABBREVIATIONS AND SYMBOLS

M8.2.PH CONTROLS - GENERAL INFORMATION

M8.3.PH MECHANICAL CONTROLS

M8.4.PH MECHANICAL CONTROLS - MISCELLANEOUS MONITORING

FIRE ALARM

FA0.1 PH FIRE ALARM ABBREVIATIONS AND SYMBOLS

FA1.1 PH FIRE ALARM PLAN

ICT

T0.1 ICT ABBREVIATIONS AND SYMBOLS

T2.1.1 ICT PLANS

T4.0 ENLARGED ICT PLANS AND ELEVATIONS

T5.0 ICT BUILDING RISER

T6.0 ICT DETAILS

SECURITY

TY0.1 SECURITY ABBREVIATIONS AND SYMBOLS

TY2.1.1 SECURITY PLANS

TY6.0 SECURITY DETAILS

TY6.1 SECURITY DETAILS

TY7.0 SECURITY SCHEDULES

ELECTRICAL

E0.1.PH ELECTRICAL ABBREVIATIONS AND SYMBOLS

E1.1.PH ELECTRICAL SITE POWER PLAN - PUMP HOUSE

E2.1.PH FIRST LEVEL POWER & LIGHTING PLAN

E5.1.PH ELECTRICAL ONE LINE DIAGRAM

E7.0.PH EQUIPMENT & LIGHTING SCHEDULES

FINAL CONSTRUCTION DOCUMENTS 05MAR26

1/23/26 3/5/26

A.

B.

C.

D.

THE PURPOSE OF THE FIRE AND LIFE SAFETY DRAWINGS IS TO

ILLUSTRATE IN SCHEMATIC FASHION, THE APPLICABLE

EXITING, FIRE-RESISTANCE, AND LIFE SAFETY CONCEPTS

UTILIZED BY THIS PROJECT; INCLUDING, BUT NOT LIMITED TO:

OCCUPANCY CLASSIFICATIONS

OCCUPANCY LOAD FACTORS

EXIT LOCATIONS, EXIT PATHS & CAPACITY - FUNCTION OF

SPACE

FIRE-RESISTANCE RATED CONSTRUCTION

AND OTHER STRATEGIES RELATED TO THE CODE

COMPLIANCE APPROACH OF THIS PROJECT.

ADDITIONAL DETAILED REQUIREMENTS APPLY TO THE

CONSTRUCTION OF PARTITIONS, FIRE RATED DOOR

ASSEMBLIES, INTERIOR GLAZED OPENINGS, DUCTS, SMOKE

AND FIRE DAMPERS AND THROUGH PENETRATION FIRE

STOPPING. REFER TO THE DRAWINGS OF EACH DISCIPLINE

AND THE SPECIFICATIONS FOR THESE REQUIREMENTS.

ADDITIONAL DETAILED REQUIREMENTS SHOWN ELSEWHERE

MAY REQUIRE CONSTRUCTION HAVING GREATER FIRE

RATINGS, MORE EXTENSIVE FIRE-RATED CONSTRUCTION,OR

MORE COMPLEX ASSEMBLIES THAN INDICATED BY THE

DIAGRAMS ON THIS SHEET. WHEN PROVIDED, THE ADDITIONAL

DETAILED REQUIREMENTS SHALL GOVERN.

FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE

FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE

UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR

DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO.

SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH

CONCEALED SPACES.

A.

B.

C.

D.

E.

F.

INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME

SPREAD INDEX RATING OF CLASS B AT VERTICAL EXITS & EXIT

PASSAGEWAYS AND EXIT ACCESS CORRIDORS AND OTHER

EXITWAYS.

INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME

SPREAD INDEX RATING OF NO MORE THAN CLASS C AT

ROOMS AND ENCLOSED SPACES.

ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL

HAVE A FLAME SPREAD RATING INDEX NOT MORE THAN 25

AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50.

FIRE EXTINGUISHERS SHALL BE LOCATED SUCH THAT A

MAXIMUM TRAVEL DISTANCE OF 75' OR THE NFPA 10 TRAVEL

DISTANCE LIMIT BASED ON THE PROTECTED HAZARD,

WHICHEVER IS SHORTER, SHALL NOT BE EXCEEDED.

LEVEL/AREA MAIN OCCUPANCY EXIT SIGN LOCATIONS MAY

NOT BE SHOWN. REFERENCE ELECTRICAL SHEETS FOR ALL

EXIT SIGN LOCATIONS.

FIRE RESISTIVE ASSEMBLY DETAILS, IF APPLICABLE, ARE

LOCATED ELSEWHERE IN THIS DRAWING SET PER THE SHEET

INDEX.

SHEET NUMBER

PROJECT NUMBER

SEALS AND SIGNATURES

ISSUED FOR DATE

Pl ot

Da te:

IHS Whiteriver Hospital 200 W Hospital Drive Whiteriver, Arizona, 85941

IHS Project #: 131445 IHS Contract #: 75H70123R00008 IHS Award Date: 02/02/2024

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

Drawn By: Checked By:

BASED ON PROGRAM OF REQUIREMENTS DATED [ 03/26/22],

POR AMENDMENT DATED [ 02/03/25], AND ON SCHEMATIC

DRAWINGS APPROVED [11/19/24].

BUILDING PACKAGE 4 (BP4)

IHS HOSPITAL PUMP HOUSE

1/1 5/2

6 1

0:4 3:0

8 A M

BUILDING CODE

SUMMARY

G2.1.1 PHBP4

NI

GA

M

14904.00

NIGAM OCHSANKEHL

COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1, NFPA 101

Table A.7.6)

OCCUPANCY SPRINKLERED MAX. DISTANCE

F-1/INDUSTRIAL YES 100' - 0"

S-2/STORAGE YES 100' - 0"

PROJECT CODE SUMMARY

LIFE SAFETY SYSTEMS:

AUTOMATIC SPRINKLER SYSTEM : PROVIDED PER NFPA 13

ALTERNATIVE AUTOMATIC FIRE-

EXTINGUISHING SYSTEMS :

PROVIDED - REFER TO FIRE

PROTECTION DRAWINGS

STANDPIPE SYSTEM : PROVIDED PER NFPA 14

PORTABLE FIRE EXTINGUISHERS : PROVIDED PER NFPA 10

FIRE ALARM SYSTEM : PROVIDED PER NFPA 72

(PER IBC AND IFC CHAPTER 9)

0 < 3 FT

3 < 5 FT

5 < 10 FT

10 < 15 FT

15 < 20 FT

20 < 25 FT

25 < 30 FT

30 FT >

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE:

FIRE SEPARATION

DISTANCE (UP, NS) (UP, S) (P)

NP

NP

10% 15% 25% 45% 70%

NL

DEGREE OF PROTECTION

NP

15% 25% 45% 75%

NL

NL

NR

NP

15% 25% 45% 75%

NL

NL

NR

[PER IBC TABLE 705.9]

FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE {X} :

CONSTRUCTION

TYPE / OCCUPANCY

X < 5 FT

5 FT ≤ X < 10 FT

10 FT ≤ X < 30 FT

X ≥30 FT

IIB / F-1

2 HOURS

1 HOURS

0 HOURS

0 HOURS

1 HOURS

1 HOURS

0 HOURS

0 HOURS

IIB / S-2

[PER IBC TABLE 705.5]

TYPE OF CONSTRUCTION:

PRIMARY STRUCTURAL FRAME :

BEARING WALLS (EXT) :

BEARING WALLS (INTR) :

NON-BRG WALLS AND PARTITIONS (EXT)

NON-BRG WALLS AND PARTITIONS (INTR) :

FLOOR CONSTR AND SECONDARY MEMBERS :

ROOF CONSTR AND SECONDARY MEMBERS :

IIB

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

PER IBC TABLE 601:

MINIMUM FIRE-RESISTANCE REQUIREMENTS:

FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS :

[PER IBC TABLE 601]

BUILDING AREA CALCULATIONS:

UNLIMITED AREA ALLOWED

UNLIMITED HEIGHT ALLOWED

AUTOMATIC SPRINKLER SYSTEM INCREASE USED

FOR ALLOWABLE HEIGHT MODIFICATION

NO ALLOWABLE HEIGHT OR AREA MODIFICATIONS

USED

ALLOWABLE AREA MODIFICATIONS USED PER THE

ALLOWABLE AREA CALCULATIONS ON THIS SHEET:

AUTOMATIC SPRINKLER SYSTEM INCREASE

FRONTAGE INCREASE

(PER IBC TABLE 506.2)

(PER IBC TABLES

504.3 AND 504.4)

(PER IBC TABLE 506.2)

(PER IBC EQUATION 5-3)

PER IBC CHAPTER 5

PER IBC TABLES 504.3 AND 504.4)BASIC OCCUPANCY GROUP(S) :

BUILDING CLASSIFICATION:

ACCESSORY OCCUPANCIES

[Accessory Occupancies <10% of Story]

INCIDENTAL USES

NONSEPARATED OCCUPANCIES*

SEPARATED OCCUPANCIES

*REFER TO FIRE AND LIFE SAFETY PLANS FOR SEPARATION

REQUIREMENTS

GROUP A-1 GROUP A-2/ASSEMBLY GROUP A-3/ASSEMBLY

GROUP A-4 GROUP A-5 GROUP B/BUSINESS

GROUP E GROUP F-1/INDUSTRIAL GROUP F-2

GROUP H-1 GROUP H-2 GROUP H-3

GROUP H-4 GROUP H-5 GROUP I-1

GROUP I-2/HEALTH CARE GROUP I-3 GROUP I-4

GROUP M GROUP R-1 GROUP R-2

GROUP R-3 GROUP R-4 GROUP S-1

GROUP S-2/STORAGE GROUP U

TYPE I : A B

TYPE II : A B

TYPE III : A B

TYPE IV : HT

TYPE V : A B

MIXED USE AND OCCUPANCY :

SPECIAL DETAILED REQUIREMENTS :

HIGH-RISE BUILDING

ATRIUM

OPEN PARKING GARAGE

GROUP I-2:

- SMOKE COMPARTMENTS

- REFUGE AREA

HAZARDOUS MATERIALS:

- CONTROL AREAS

MEZZANINE

EQUIPMENT PLATFORM

TYPE(S) OF CONSTRUCTION :

[PER IBC CHAPTER 3, NFPA 101

CHAPTER 6]

[PER IBC SECTION 508 & 509, NFPA 101

SECTION 6.1.14]

OCCUPANCY CLASSIFICATION AND CONSTRUCTION TYPES PER IBC

CHAPTERS 3, 4, 5, AND 6, NFPA 101 CHAPTERS 6, 40, AND 42

[IBC 508.2]

[IBC 508.3, NFPA 101 Section 6.1.14.2.2] [IBC 508.4, NFPA 101 Section 6.1.14.4]

[PER IBC CHAPTER 6

[PER IBC SECTION 403]

[PER IBC SECTION 404]

[PER IBC SECTION 505]

[IBC SECTION 509, NFPA 101 Section 6.1.14.1.3]

[PER IBC SECTION 406.5]

[PER IBC SECTION 407, NFPA 101 CHAPTER 18]

[PER IBC SECTION 414 AND NFPA 400]

[PER IBC SECTION 505]

FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS (hours):

TYPE OF

ASSEMBLY

REQ'D

ASSEMBLY

RATING

MIN. FIRE DOOR

AND FIRE SHUTTER

ASSEMBLY RATING

Fire walls and fire barriers having a required fire-resistance rating greater than 1 hour

Fire barriers having a required fire-resistance rating of 1 hour

Fire partitions

Exterior Walls

Smoke Barriers

Shaft, exit enclosure and exit passageway walls:

Other fire barriers:

1 1/2

0.5

0.5

Corridor walls:

Other fire partitions:

1 1/2 1 1/2

3/4

1/3 1/3 3/4 1/3

1 1/2 1 1/2 3/4 1/3

[PER IBC TABLE 716.1(2), NFPA 101, TABLE 8.3.4.2]

MEANS OF EGRESS:

DOORS :

THE MINIMUM CLEAR WIDTH AND HEIGHT OF A DOOR SHALL NOT

BE LESS THAN 32 INCHES AND 80 INCHES RESPECTIVELY.

DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL,

WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS

OR A GROUP H OCCUPANCY.

*REFER TO THE LIFE SAFETY PLANS FOR ACTUAL MEASURED

DISTANCES.

[PER IBC 1010.1.1, NFPA 101 Section 7.2.1.2.3.2]

[PER IBC 1010.1.2.1, NFPA 101 Section 7.2.1.4.2]

EXIT CAPACITY FACTORS:

MINIMUM REQUIRED EGRESS WIDTH :

STAIRWAYS

OTHER EGRESS COMPONENTS

SPRINKLERED

EMERGENCY

VOICE/ALARM

COMMUNICATION

SYSTEM

*REFER TO THE LIFE SAFETY PLANS FOR COMPLIANCE WITH MEANS

OF EGRESS WIDTH REQUIREMENTS.

[PER IBC 1005.3, NFPA 101 Table 7.3.3.1]

0.3 0.2

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2, NFPA 101 Table A.7.6)

OCCUPANCY SPRINKLERED MAX. DISTANCE

F-1/INDUSTRIAL YES 250'-0"

S-2/STORAGE YES 400'-0"

DEAD ENDS (IBC 1020.5, NFPA 101 Table A.7.6)

OCCUPANCY SPRINKLERED MAX. DISTANCE

F-1/INDUSTRIAL YES 50'-0"

S-2/STORAGE YES 50'-0"

MIN. NUMBER OF EXITS FOR OCCUPANT LOAD (IBC TABLE 1006.3.3 /

NFPA 101 SECTION 7.4.1.2)

OCCUPANT LOAD MIN. # OF EXITS PER STORY

1-500 2

501-1,000 3

MORE THAN 1,000 4

GENERAL FIRE AND LIFE

SAFETY SHEET NOTES

PROJECT FIRE AND LIFE

SAFETY SHEET NOTES

CODES / STANDARDS

APPLICABLE CODES/CRITERIA/DESIGN POLICY:

AUTHORITY HAVING JURISDICTION:

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PROJECT CODE SUMMARY SYMBOLS

ITEM NOT SELECTED

ITEM SELECTED

GRAPHIC LEGEND

PORTABLE FIRE EXTINGUISHERS

DESIGN INCLUDES CABINETS AND WALL BRACKETS FOR PO RTABLE FIRE EXTINGUISHERS LOCATED AS REQUIRED BY IBC 906. DESIGN LOCATES EXTINGUISHERS ALONG NORMAL PATHS OF TRAVEL THAT ARE NOT OBSTRUCTED OR OBSCURED FROM VIEW. DESIGN INCLUDES CABINETS LISTED FOR USE IN RATED CONSTRUCTION WHEN INSTALLED IN FIRE-RESISTANCE RATED WALLS.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS.

REFER TO THE TABLES BELOW FOR MINIMUM EXTINGUISHER SIZES, MAXIMUM FLOOR AREAS, AND MAXIMUM TRAVEL DISTANCES.

HAZARD OCCUPANCY

MINIMUM SINGLE EXTINGUISHER RATING

MAXIMUM FLOOR AREA PER UNIT OF A

MAXIMUM FLOOR AREA PER EXTINGUISHER

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 2

LIGHT (LOW) ORDINARY (MODERATE) EXTRA (HIGH)

SIZE AND DISTRIBUTION - CLASS A FIRE HAZARDS (NFPA 10 TABLE 6.2.1.1, IBC TABLE 906.3(1))

HAZARD OCCUPANCY

MINIMUM EXTINGUISHER RATING

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 2

LIGHT (LOW)

< 1 GAL

ORDINARY (MODERATE)

1-5 GAL

EXTRA (HIGH)

> 5 GAL

SIZE AND DISTRIBUTION - CLASS B FIRE HAZARDS 1 (NFPA 10 TABLE 6.3.1.1, IBC TABLE 906.3(2))

2-A

3,000 SF

11,250 SF

75 FT

2-A

1,500 SF

11,250 SF

75 FT

4-A

1,000 SF

11,250 SF

75 FT

5-B

30 FT

10-B

50 FT

10-B

30 FT

20-B

50 FT

40-B

30 FT

80-B

50 FT

BUILDING HEIGHT AND AREA CALCULATION FIRE PROTECTION AND LIFE SAFETY SYSTEMS

FIRE ALARM SYSTEM

DESIGN INCLUDES AN ADDRESSABLE FIRE ALARM SYSTEM. THE SYSTEM IS DESIGNED IN ACCORDANCE WITH IBC 907 AND NFPA 72.

FIRE SUPPRESSION

AN AUTOMATIC WET-PIPE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING. THE SPRINKLER SYSTEM SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM. THE SYSTEM SHALL BE

DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH IBC 903 AND NFPA 13.

NOTE

SYSTEMS ARE NOTED ABOVE FOR REFERENCE. REFER TO THE RESPECTIVE SYSTEM DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS.

OCCUPANCY

F-1 S-2

ALLOWABLE

BUILDING HEIGHT

FEET/STORIES

ACTUAL NS W/ FRONTAGE

BUILDING AREA PER FLOOR

SQUARE FEET

55 / 2 55 / 3 17'-6" / 1 15,500

26,000 N/A

ACTUAL

BUILDING TOTAL AREA

SQUARE FEET

1,828

ACTUAL

1,828

ALLOWABLE

15,500

1 EXTINGUISHER REQUIREMENTS SHOWN ARE VALID FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS WITH A DEPTH OF 0.25

INCHES OR LESS.

2 TRAVEL DISTANCE TO FIRE EXTINGUISHERS SHALL BE MEASURED ALONG NORMAL PATHS OF TRAVEL.

ROOMS, AREAS, AND SPACES COMPLYING WITH THE COMMON

PATH OF TRAVEL DISTANCE IN TABLE 1006.2.1 WITH EXITS

DISCHARGING DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT

DISCHARGE ARE PERMITTED TO HAVE ONE EXIT OR ACCESS TO A

SINGLE EXIT PER IBC 1006.3.4 AND BASED ON OCCUPANCY

CLASSIFICATION PER NFPA 101, 7.4.1.1(1).

TYPE II (000)

TYPE II (000)

CODE COMPLIANCE

APPROACH NARRATIVE

THE PROPOSED BUILDING IS A WASTEWATER TREATMENT PLANT TO

SUPPORT THE WHITERIVER HOSPITAL CAMPUS. REFER TO SHEET

G1.1 FOR GENERAL PROJECT INFORMATION.

ALLOWABLE HEIGHT AND AREA DETERMINATION METHOD

HEIGHT AND AREA ARE BASED ON THE MOST RESTRICTIVE REQUIREMENTS OF THE PRIMARY OCCUPANCIES.

ALLOWABLE AREA PER FLOOR SHALL BE CALCULATED AS:

Aa = [At + (NS*If)]

Aa ALLOWABLE AREA PER FLOOR At TABULAR ALLOWABLE AREA IN ACCORDANCE WITH TABLE 506.2

NS TABULAR ALLOWABLE AREA FOR NON-SPRINKLERED BUILDING

If AREA FACTOR INCREASE FOR FRONTAGE

HEIGHT AND AREA INCREASES FOR SPRINKLERS

DESIGN DOES NOT UTILIZE THE AREA OR HEIGHT NCREASE FOR SPRINKLERS. THE VALUES SHOWN FOR BUILDING AREA, HEIGHT, AND NUMBER OF STORIES ARE FOR AN UNSPRINKLERED BUILDING.

AREA INCREASES FOR FRONTAGE

DESIGN DOES NOT REQUIRE OR UTILIZE THE FRONTAGE INCREASE.

BUILDING HEIGHT AND AREA [IBC TABLES 504.3, 504.4 & 506.2]

REFER TO ARCHITECTURAL AND SIGNAGE DRAWINGS FOR DETAILS

OF THE CODE-REQUIRED SIGNAGE INDICATED BELOW.

ACCESSIBLE SIGNAGE

DESIGN INCLUDES SIGNAGE WITH RAISED CHARACTERS BRAILLE,

AND VISUAL CHARACTERS THAT COMPLY WITH ICC A117.1, AS

REQUIRED BY NFPA 101 7.10.1.3, AND IBC 1009.9 FOR THE

FOLLOWING CODE-REQUIRED SIGNAGE TYPES:

TACTILE EXIT SIGNAGE

DIRECTIONAL SIGNAGE

TACTILE EXIT SIGNAGE

DESIGN INCLUDES TACTILE EXIT SIGNS INDICATING "EXIT" WITH

RAISED VISUAL CHARACTERS AND BRAILLE THAT COMPLY WITH ICC

A117.1, AS REQUIRED BY NFPA 101 7.10.1.3, AND 1013.4, AT THE

FOLLOWING LOCATIONS:

EACH EXIT DISCHARGE DOOR.

EACH DOOR TO EXTERIOR AREAS FOR ASSISTED RESCUE.

DIRECTIONAL SIGNAGE

DESIGN INCLUDES DIRECTIONAL SIGNAGE INDICATING LOCATION OF

OTHER MEANS OF EGRESS AND ACCESSIBLE MEANS OF EGRESS,

PER IBC 1009.10. DESIGN INCLUDES THESE SIGNS AT:

EACH EXIT WHICH IS NOT AN ACCESSIBLE EGRESS PATH

CODE-REQUIRED SIGNAGE

DESIGN INCLUDES NONSEPARATED GROUP F-1 AND GROUP

S-2 OCCUPANCIES.

REFER TO BUILDING PACKAGE 1 DRAWINGS FOR APPLICABLE

CODES AND STANDARDS.

THE FIRE SEPARATION DISTANCE IS GREATER THAN 30 FEET.

DESIGN DOES NOT REQUIRE OR PROVIDE EXTERIOR WALL

RATINGS.

INTERIOR FINISHES

DESIGN INCLUDES INTERIOR FINISHES THAT COMPLY WITH IBC CHAPTER 8 AND THE MINIMUM CLASSIFICATIONS NOTED BELOW. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS ARE LIMITED TO A FLAME SPREAD

RATING INDEX OF ≤25 AND A SMOKE DEVELOPED RATING OF ≤50.

DESIGN INCLUDES A FULLY-SPRINKLERED BUILDING. CLASS II MATERIALS ARE THEREFORE PERMITTED IN ANY AREA WHERE CLASS I MATERIALS ARE REQUIRED AND MATERIALS COMPLYING WITH DOC FF-1 "PILL TEST" OR WITH ASTM D2859 ARE PERMITTED IN ANY AREA WHERE CLASS II MATERIALS ARE REQUIRED. TABLE BELOW REFLECTS VALUES FOR A FULLY-SPRINKLERED BUILDING.

OCCUPANCY ROOMS AND

ENCLOSED SPACES

INTERIOR EXIT

ENCLOSURES

CORRIDORS AND EXIT

ACCESS ENCLOSURES FLOORS

IIF-1 CLASS C CLASS C CLASS C

IIS-2 CLASS CCLASS C CLASS C

FINAL CONSTRUCTION DOCUMENTS 23JAN26

2026-01-23

DEAD END CORRIDOR/AISLE

COMMON PATH OF TRAVEL

EXIT ACCESS TRAVEL DISTANCE

PATH IDENTIFIER (TYP, ALL TYPES)

DEAD ENDS, COMMON PATH, AND EXIT ACCESS TRAVEL DISTANCES

PATH ID

LENGTH

FIRE EXTINGUISHER

LIFE SAFETY SYMBOLS

FIRE DEPARTMENT CONNECTION

FIRE BACKFLOW PREVENTER

95,000 SF

10 OCC OCCUPANT LOAD

AREA OF SPACE

OCCUPANT LOAD SYMBOLS

XX OCCUPANT LOAD FACTOR (SF/OCC)

EGRESS CAPACITY SYMBOLS

ACTUAL CAPACITY

ACTUAL CLEAR

WIDTH (IN.)

REQ ACT

RWP

RCP ACP

AWP

DOORREQUIRED CAPACITY

CALCULATED

CLEAR WIDTH (IN.)

EXIT SIGN SYMBOLS

EXIT SIGN - WALL/CEILING MOUNTED

SHADING INDICATES ILLUMINATED FACE.

REFER TO ELECTRICAL DRAWINGS FOR

LOCATIONS.

FIRE ALARM CONTROL PANEL

A.

B.

C.

THE PURPOSE OF THE FIRE AND LIFE SAFETY DRAWINGS IS TO

ILLUSTRATE IN SCHEMATIC FASHION, THE APPLICABLE

EXITING, FIRE-RESISTANCE, AND LIFE SAFETY CONCEPTS

UTILIZED BY THIS PROJECT; INCLUDING, BUT NOT LIMITED TO:

OCCUPANCY CLASSIFICATIONS

OCCUPANCY LOAD FACTORS AND OCCUPANT LOADS

EXIT LOCATIONS, EGRESS PATHS, AND EGRESS CAPACITY

FIRE-RESISTANCE RATED COMPARTMENTATION

OTHER ELEMENTS RELATED TO THE CODE-COMPLIANCE

STRATEGY FOR THIS PROJECT

ADDITIONAL DETAILED REQUIREMENTS APPLY TO THE

CONSTRUCTION OF ELEMENTS INCLUDING, BUT NOT LIMITED

TO, THE FOLLOWING ELEMENTS:

PARTITIONS AND FIRE-RATED DOOR ASSEMBLIES

INTERIOR AND EXTERIOR GLAZED OPENINGS

DUCTS, SMOKE DAMPERS, AND FIRE DAMPERS

THROUGH-PENETRATION FIRE STOPPING

FLOORS AND SUPPORTING STRUCTURE

REFER TO THE DRAWINGS OF EACH DISCIPLINE AND THE

SPECIFICATIONS FOR THESE REQUIREMENTS.

ADDITIONAL DETAILED REQUIREMENTS SHOWN ELSEWHERE

MAY REQUIRE MORE EXTENSIVE FIRE-RATED CONSTRUCTION,

MORE COMPLEX ASSEMBLIES, OR CONSTRUCTION HAVING

GREATER FIRE RESISTANCE THAN INDICATED BY THE

DIAGRAMS ON THIS SHEET. WHEN PROVIDED, THE ADDITIONAL

DETAILED REQUIREMENTS SHALL GOVERN.

= 61' - 3"

TRAVEL DISTANCE/COMMON PATH OF

TRAVEL

MECHANICAL

IDF

CHLORINE

1,511 SF

16 OCC

100 SF/OCC

REQ ACT

DOOR

3.20"3.20"

REQ ACT

DOOR

68.50"0.20"

REQ ACT

DOOR

90.00"0.20"

FACP

ELECTRICAL

FDC

FBFP

P1

PB

PA

FUNCTION OF SPACE LEGEND

ACCESSORY MECHANICAL AND STORAGE

AREAS

INDUSTRIAL USE

317 SF

2 OCC

300 SF/OCC

FE

MECHANICAL EQUIPMENT, TYP.

(300 GSF/PERSON)

(100 GSF/PERSON)

P2

GRAPHIC SCALE:

4' 4' 8'

1/4" = 1'-0"

0'2'

NORTH

SHEET NUMBER

PROJECT NUMBER

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR DATE

Pl ot

Da te:

IHS Whiteriver Hospital 200 W Hospital Drive Whiteriver, Arizona, 85941

IHS Project #: 131445 IHS Contract #: 75H70123R00008 IHS Award Date: 02/02/2024

455 NORTH THIRD STREET

SUITE 250

PHOENIX, AZ 85004

602.265.2200 smithgroup.com

Drawn By: Checked By:

BASED ON PROGRAM OF REQUIREMENTS DATED [ 03/26/22],

POR AMENDMENT DATED [ 02/03/25], AND ON SCHEMATIC

DRAWINGS APPROVED [11/19/24].

BUILDING PACKAGE 4 (BP4)

IHS HOSPITAL PUMP HOUSE

1/1 5/2

6 1

0:4 3:2

1 A M

PUMPHOUSE LIFE SAFETY

AND CONTROL AREA

PLAN

G2.2.1 PHBP4

NI

GA

M

14904.00

NIGAM OCHSANKEHL

GRAPHIC LEGEND

GENERAL SHEET NOTES

SCALE: 1/4" = 1'-0"1 LEVEL 1 - PUMP HOUSE LIFE SAFETY PLAN

HAZARDOUS MATERIAL APPROACH

A DEDICATED CHLORINE STORAGE AREA WILL BE PROVIDED FOR PURPOSES OF WATER TREATMENT. THE CHLORINE STORAGE AREA WILL COMPLY WITH IBC SECTION 414, IFC CHAPTER 50, AND NFPA 400 CHAPTERS 4-6. SODIUM HYPOCHLORITE (CHLORINE) AND CITRIC ACID WILL BE STORED WITHIN THE CHLORINE STORAGE AREA, AND WILL NOT EXCEED THOSE VALUES FOUND IN IBC TABLES 307.1(1) AND 307.1(2) AND NFPA 400 TABLE 5.2.1.1.3. SODIUM HYPOCHLORITE IS CLASSIFIED AS A CORROSIVE. CITRIC ACID IS NOT CLASSIFIED AS

TOXIC, HIGHLY TOXIC, OR CORROSIVE.

THE ENTIRE BUILDING WILL BE CONSIDERED A SINGLE CONTROL AREA CONTAINING CORROSIVES CLASSIFIED AS HIGH-HAZARD CONTENT LEVEL 4 IN ACCORDANCE WITH NFPA 400, 4.2.1.2.4. 100% OF THE MAQ IS ALLOWED PER CONTROL AREA PER IBC TABLE 414.2.2 AND NFPA 400, TABLE 5.2.2.1.

MECHANICAL EXHAUST VENTILATION WILL BE PROVIDED IN ACCORDANCE WITH IBC 414.3. THE ROOM WILL BE PROVIDED WITH AUTOMATIC FIRE SPRINKLERS. APPROPRIATE SIGNAGE WILL BE PROVIDED FOR ALL STORAGE AND USE OF HAZARDOUS MATERIALS. CONTAINERS, CYLINDERS, TANKS, AND OTHER MEANS

USED FOR CONTAINMENT OF HAZARDOUS MATERIALS SHALL BE OF AN APPROVED TYPE.

THE ANTICIPATED QUANTITY OF SODIUM HYPOCHLORITE IS 135 GALLONS. THE ANTICIPATED QUANTITY OF

CITRIC ACID IS 65 GALLONS.

LEVEL 1 - PUMP HOUSE

TRAVEL DISTANCE/COMMON PATH OF TRAVEL 61' - 3"

EGRESS TRAVEL SUMMARY

FUNCTION OF SPACE AREA/OCC OCC

LOAD AREA

LEVEL 1 - PUMP HOUSE

ACCESSORY MECHANICAL AND STORAGE AREAS 300 GSF 2 317 SF

INDUSTRIAL USE 100 GSF 16 1511 SF

18 1828 SF

NOTE: AREAS USED ON LIFE SAFETY DRAWINGS ARE FOR CALCULATION OF OCCUPANT LOADS ONLY.

AREAS SHOWN MAY DIFFER FROM GROSS BUILDING AREA.

OCCUPANCY CLASSIFICATION GROSS AREA % OF FLOOR

LEVEL 1 - PUMP HOUSE

FACTORY INDUSTRIAL (F-1) 1511 SF 83%

STORAGE (S-2) 317 SF 17%

1828 SF 100%

BUILDING OCCUPANT LOAD

4. Underlined values represent the alternate unit.

3. Inert gases and inert cryogenics have been omitted as they have unlimited quantities in all forms. All quantities shown here are based on 2025 NFPA 400.

2. Combustible metals and explosives have been omitted as they are not governed by NFPA 400. No combustible dusts or explosives are anticipated within the building.

1. All quantities shown here are based on 2025 NFPA 400, and include applicable increases for sprinkler protection and storage in appropriate containers or cabinets, if presence of sprinklers and use of such containers is indicated at the top of this table.

NOTES

Liquefied 4 N/A N/A 600 N/A N/A 600 N/A N/A Toxic Gas

Gaseous 4 N/A N/A 3240 N/A N/A 3240 N/A N/A Toxic N/A 4 2000 2000 1000 1000 250 250

Liquefied 4 N/A N/A 8 N/A N/A 8 N/A N/A Highly Toxic Gas

Gaseous 4 N/A N/A 40 N/A N/A 40 N/A N/A Highly Toxic N/A 4 40 40 20 20 6 6

Liquefied 4 N/A N/A 600 N/A N/A 600 N/A N/A Corrosive Gas

Gaseous 4 N/A N/A 3240 N/A N/A 3240 N/A N/A Corrosive N/A 4 20,000 2000 20,000 2000 2,000 200

Health Hazard Materials 1 N/A Unlimited Unlimited N/A Unlimited Unlimited N/A Unlimited Unlimited 2 3 200 200 N/A 100 100 N/A 20 20Water Reactive 3 2 20 20 N/A 10 10 N/A 2 2 1 N/A N/A N/A Unlimited N/A N/A Unlimited N/A N/A 2 3 N/A N/A 600 N/A N/A 600 N/A N/A

3 non detonable 2 N/A N/A 8 N/A N/A 8 N/A N/AUnstable (Reactive) Gas

Liquefied 4 or 3 detonable 1 N/A N/A 2 N/A N/A 2 N/A N/A

1 N/A N/A N/A Unlimited N/A N/A Unlimited N/A N/A 2 3 N/A N/A 3000 N/A N/A 3000 N/A N/A

3 non detonable 2 N/A N/A 200 N/A N/A 200 N/A N/AUnstable (Reactive) Gas

Gasesous 4 or 3 detonable 1 N/A N/A 20 N/A N/A 20 N/A N/A

1 N/A Unlimited Unlimited N/A Unlimited Unlimited N/A Unlimited Unlimited 2 2 200 200 N/A 100 100 N/A 20 20 3 1 or 2 20 20 N/A 2 2 N/A 2 2

Unstable (Reactive)

4 1 2 2 N/A 0.25 0.25 N/A 0.25 0.25 Liquefied 2 N/A N/A 8 N/A N/A 8 N/A N/A

Pyrophoric gas Gaseous 2 N/A N/A 100 N/A N/A 100 N/A N/A

Pyrophoric N/A 2 8 8 N/A 1 1 N/A NP NP Liquefied 600 N/A 600 N/A

Oxidizing Gas Gaseous

3 N/A N/A 6000

N/A N/A 6000

N/A

1 N/A Unlimited Unlimited N/A Unlimited Unlimited N/A Unlimited Unlimited 2 3 1000 1000 N/A 500 500 N/A 100 100 3 2 or 3 40 40 N/A 4 4 N/A 4 4

Oxidizer

4 1 2 2 N/A 0.25 0.25 N/A 0.25 0.25 V N/A Unlimited Unlimited N/A Unlimited Unlimited N/A Unlimited Unlimited IV N/A Unlimited Unlimited N/A Unlimited Unlimited N/A Unlimited Unlimited

III 3 3360 3360 N/A 3360 3360 N/A 1680 1680

IIB 3 1600 1600 N/A 1600 1600 N/A 400 400

IIA 3 400 400 N/A 400 400 N/A 100 100

Organic Peroxide

I 2 64 64 N/A 32 32 N/A 16 16 Flammable Solid N/A 3 500 N/A N/A 250 N/A N/A 100 N/A

IIIB N/A N/A Unlimited N/A N/A N/A N/A N/A N/A

IIIA 3 N/A 1320 N/A N/A N/A N/A N/A N/A

II 3 N/A 480 N/A N/A N/A N/A N/A N/A

Combination (1A, 1B, 1C) 3 N/A 480 N/A N/A N/A N/A N/A N/A

1B and 1C 3 N/A 480 N/A N/A N/A N/A N/A N/A

Ignitable (Flammable or Combustible Liquid)

1A 3 N/A 120 N/A N/A N/A N/A N/A N/A

Liquefied Petroleum

(LP) N/A N/A 300 N/A 300 N/A N/A N/A

Liquefied N/A N/A 600 N/A 600 N/A N/A N/A Flammable Gas

Gaseous

N/A N/A 4000 N/A N/A 4000 N/A N/A Oxidizing 3 N/A 180 N/A N/A 180 N/A N/A 180

Cryogenic Fluid Flammable 2 N/A 45 N/A N/A 45 N/A N/A 45

Physical Hazard Materials

Material Class High Hazard Protection Level

Solid Pounds / Cubic

Feet

Liquid Gallons / Pounds

Gas Cu. Ft. at NTP

Solid Pounds /

Cubic Feet

Liquid Gallons / Pounds

Gas Cu. Ft. at NTP

Solid Pounds /

Cubic Feet

Liquid Gallons / Pounds

Storage Use in Closed Systems Use in Open Systems

Fraction of MAQ Permitted is 100.0% Storage in Approved Cabinets? Yes Max. No. of Control Areas is 4 Fully-Sprinklered? Yes Level 1 First Story Above Grade

NFPA 400 TABLE 5.2.1.1.3 MAXIMUM ALLOWABLE QUANTITY OF HAZARDOUS MATERIALS PER CONTROL AREA

FINAL CONSTRUCTION DOCUMENTS 23JAN26

2026-01-23