B01 Attachment J01 BP3_01_GENERAL_IHS-HonDah-WWTP_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 a te

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

/1

9/

:1 0:

P

M

BP3 - Hon-Dah Utility Campus

777 AZ-260

Pinetop, Arizona 85935

01/23/2026

IHS Whiteriver Hospital

14904.000

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. 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.

8. 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.

9. 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.

10. REVIEW AND COORDINATE THE WORK OF ALL OTHER

PARTIES PERFORMING WORK AT THE PROJECT,

INCLUDING BUT NOT LIMITED TO, DELEGATED DESIGN

ENTITIES, TRADES AND SUPPLIERS WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE

COMMENCING CONSTRUCTION, AND ASSURE THAT ALL

PARTIES ARE AWARE OF ALL REQUIREMENTS,

REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN

THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE

WORK OF THAT PARTY.

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]"

WASTE WATER TREATMENT PLANT FOR THE HON-DAH

COMMUNITY.

PRE-ENGINEERED METAL BUILDING HOUSING WATER WATER

TREAMENT EQUIPMENT AND SERVICE AREAS INLCUDING

LAB/CONTROL, STAFF TOILET, ELECTRICAL AND LOW VOLTAGE

ROOMS. SITE DEVELOPMENT TO INCLUDE ROADWAYS, DRAINAGE,

AND SECURITY FENCING.

PROPOSED PROJECT

LOCATION

TI

M

BE

R

R

ID

G E

R D

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

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 3 (BP3)

HON-DAH UTILITY CAMPUS

Drawn By: Checked By:

1/

/2

5:

:0

P

M

PROJECT SHEET INDEX

AND GENERAL PROJECT

INFORMATION

G1.1BP3

A P

R O

T O

S O

A

IE

-K A

R D

O S

14904.000

APROTOSOAIE-KARDOS PETAK

PROJECT GENERAL

NOTES

VICINITY MAP

PROJECT TEAMPROJECT SHEET INDEX

PROJECT SUSTAINABILITY STATEMENT

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:

MORRISON-MAIERLE

1 ENGINEERING PLACE

HELENA, MONTANA 59602

T: 406.442.3050 WEBSITE: www.m-m.net

ELECTRICAL ENGINEER:

MORRISON-MAIERLE

1 ENGINEERING PLACE

HELENA, MONTANA 59602

T: 406.442.3050 WEBSITE: www.m-m.net

STRUCTURAL ENGINEER:

MORRISON-MAIERLE

1 ENGINEERING PLACE

HELENA, MONTANA 59602

T: 406.442.3050 WEBSITE: www.m-m.net

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

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 PROJECT DESCRIPTION

Current Revision

Current Revision Date SHEET NUMBER SHEET NAME

GENERAL

G0.0 PROJECT COVER SHEET

G1.1 PROJECT SHEET INDEX AND GENERAL PROJECT INFORMATION

G2.0.0 BUILDING CODE SUMMARY

G2.2.1 FIRE LIFE SAFETY PLANS

CIVIL

C1.00 COVER

C1.01 NOTES

C2.00 SITE PLAN KEY MAP

C2.01 SITE PLAN

C2.02 SITE PLAN

C2.03 SITE PLAN

C3.00 GRADING & DRAINAGE KEY PLAN

C3.01 GRADING & DRAINAGE PLAN

C3.02 GRADING & DRAINAGE PLAN

C3.03 GRADING & DRAINAGE PLAN

C4.00 ROADWAY KEY MAP

C4.01 ROADWAY 1 PLAN & PROFILE

C4.02 ROADWAY 1 PLAN & PROFILE

C4.03 ROADWAY 2 PLAN & PROFILE

C4.04 ROADWAY 2 PLAN & PROFILE

C4.05 ROADWAY 2 PLAN & PROFILE

C4.06 ROADWAY 2 PLAN & PROFILE

C5.00 SANITARY SEWER KEY PLAN

C5.01 SANITARY SEWER MAIN PLAN & PROFILE

C5.02 SANITARY SEWER MAIN PLAN & PROFILE

C5.03 SANITARY SEWER LATERAL PLAN & PROFILE

C6.00 WATER DRAIN KEY MAP

C6.01 WATER DRAIN PLAN & PROFILE

C7.00 WATER MAIN KEY MAP

C7.01 WATER MAIN PLAN & PROFILE

C7.02 WATER MAIN PLAN & PROFILE

C7.03 WATER MAIN PLAN & PROFILE

C7.04 WATER MAIN PLAN & PROFILE

C7.05 WATER MAIN PLAN & PROFILE

C8.00 RECLAIMED WATER KEY MAP

C8.01 RECLAIMED WATER STUB PLAN & PROFILE

C8.02 RECLAIMED WATER PLAN & PROFILE

C8.03 RECLAIMED WATER PLAN & PROFILE

C9.01 DETAILS

C9.02 DETAILS

C9.03 DETAILS

C9.04 DETAILS

C10.01 STORM WATER MANAGEMENT PLAN

C10.02 STORM WATER MANAGEMENT PLAN DETAILS

LANDSCAPE

L0.0.0 COVER SHEET

LI1.0.0 IRRIGATION PLAN

LI5.0.0 IRRIGATION DETAIL

LS1.0.0 SITE PLAN

LS1.0.1 HARDSCAPE PLAN

LS5.0.0 SITE DETAILS

STRUCTURAL

S-1 GENERAL STRUCTURAL NOTES

S-2 STATEMENT OF SPECIAL INSPECTION

S-3 FOUNDATION/SLAB PLAN

S-4 LOWER ROOF FRAMING PLAN

S-5 UPPER ROOF FRAMING PLAN

S-6 BUILDING SECTIONS

S-7 BUILDING SECTIONS

S-8 FOUNDATION DETAILS

S-9 FOUNDATION DETAILS

S-10 PIER DETAILS

S-11 PIER DETAILS

S-12 PIER DETAILS

S-13 DETAILS

S-14 ENLARGED WALKWAY FRAMING PLAN

S-15 STAIR DETAILS

S-16 STAIR DETAILS

S-17 STORAGE TANK DETAILS

ARCHITECTURAL

A0.1 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

A0.2 TYPICAL TOILET ROOM MOUNTING HEIGHTS AND STALL

CONFIGURATION DIAGRAMS

A0.3 TYPICAL MOUNTING HEIGHTS AND DIMENSIONING CONVENTIONS

A1.1.1 ARCHITECTURAL SITE PLAN - OVERALL

A2.1.1 FLOOR AND ROOF PLANS

A3.1.1 REFLECTED CEILING PLANS

A4.1.1 EXTERIOR BUILDING ELEVATIONS

A4.2.1 BUILDING SECTIONS

A5.0.10 EXTERIOR ASSEMBLIES

A5.1.1 WATERPROOFING DETAILS

A6.1.1 STAIR PLANS/SECTIONS AND FENCE DETAIL

A6.2.1 TYPICAL STAIR DETAILS - ALUMINUM BAR GRATING

A8.1.1 INTERIOR ELEVATIONS

A9.2.1 PARTITION SYSTEMS

A9.2.2 PARTITION SYSTEMS DETAILS - FRAMING

A9.3.1 DOOR AND OPENING SCHEDULE

A9.6.1 MODULAR CASEWORK DETAILS

AI1.1.0 INTERIOR FINISH AND FURNITURE PLAN AND SCHEDULE

AG2.1.1 INTERIOR SIGNAGE

FIRE PROTECTION

FP0.1 FIRE SUPPRESSION ABBREVIATIONS AND SYMBOLS

FP2.1 FIRE SUPPRESSION PLAN

PLUMBING

P-1 PLUMBING LEGEND & NOTES

P-2 PLUMBING SCHEDULES

P-3 UNDERSLAB PLUMBING PLAN

P-4 PLUMBING PLAN

P-5 PLUMBING DETAILS

MECHANICAL

PROJECT NORTHTRUE NORTH

Current Revision

Current Revision Date SHEET NUMBER SHEET NAME

I-1 PID LEGENDS AND NOTES

I-2 PLANT CONTROL SYSTEM ARCHITECTURE

I-3 SEWER LIFT STATION

I-4 HEADWORKS AND EQ SYSTEM

I-5 MBR SYSTEM (TRAIN 1 - PROCESS)

I-6 MBR SYSTEM (TRAIN 1 - PUMPS AND BLOWERS)

I-7 MBR SYSTEM (TRAIN 2 - PROCESS)

I-8 MBR SYSTEM (TRAIN 2 - PUMPS AND BLOWERS)

I-9 FUTURE MBR SYSTEM (TRAIN 3 - PROCESS)

I-10 FUTURE MBR SYSTEM (TRAIN 3 - PUMPS AND BLOWERS)

I-11 CHEMICAL FEED SYSTEM

I-12 UV, NPW, EFFLUENT AND RECLAIMED WATER SYSTEMS

I-13 AEROBIC DIGESTER AND DWATERING SYSTEM

I-14 DIGESTER BLOWERS

M-1 WWTP DESIGN CRITERIA AND GENERAL NOTES

M-2 MISCELLANEOUS LEGENDS AND NOTES

M-3 ABBREVIATIONS AND NOTES

M-4 PROCESS FLOW DIAGRAM

M-5 WWTP HYDRAULIC PROFILE

M-6 OVERALL BUILDING PLAN

M-7 OVERALL BUILDING SECTIONS

M-8 HEADWORKS PLAN

M-9 COARSE SCREENING AND GRIT REMOVAL SECTIONS AND DETAILS

M-10 FINE SCREENING SECTIONS AND DETAILS AND INFLUENT PUMP

STATION

M-11 EQ BASIN AND EQ TRANSFER PUMP STATION PLAN

M-12 EQ BASIN AND EQ TRANSFER PUMP STATION SECTIONS

M-13 PROCESS ROOM PLAN

M-14 PROCESS ROOM SECTIONS

M-15 PROCESS ROOM SECTIONS AND DETAILS

M-16 BLOWER ROOM PLAN

M-17 BLOWER ROOM SECTIONS AND DETAILS

M-18 UV DISINFECTION SYSTEM

M-19 CHEMICAL FEED SYSTEM PLAN

M-20 CHEMICAL FEED SYSTEM SECTIONS AND DETAILS

M-21 CHEMICAL FEED SYSTEM DETAILS

M-22 NPW AND RECLAIMED EFFLUENT PUMP STATION PLAN

M-23 NPW & RECLAIMED EFFLUENT PUMP STATION SECTIONS

M-24 AEROBIC DIGESTER PLAN

M-25 AEROBIC DIGESTER SECTIONS

M-26 SOLIDS HANDLING ROOM PLAN

M-27 SOLIDS HANDLING ROOM SECTIONS

M-28 RECLAIMED WATER PUMPING PLAN AND SECTION

M-29 MECHANICAL DETAILS

M-30 MECHANICAL DETAILS

M-31 MECHANICAL DETAILS

M-32 MECHANICAL DETAILS

M-33 MECHANICAL DETAILS

M-34 MECHANICAL DETAILS

M-35 MECHANICAL DETAILS

M-36 HVAC SYMBOLS AND ABBREVIATIONS

M-37 HVAC SCHEDULES

M-38 OVERALL HVAC PLAN

M-39 CHEMICAL, ELECTRICAL, AND LAB AREA HVAC PLAN

M-40 PROCESS ROOM HVAC PLAN

M-41 SOLIDS HANDLING ROOM HVAC PLAN

M-42 BLOWER ROOM HVAC PLAN

M-43 HVAC SECTIONS

M-44 HVAC CONTROLS

M-45 HVAC DETAILS

ELECTRICAL

E-1 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-2 ELECTRICAL SITE PLAN

E-3 OVERALL BUILDING PLAN

E-4 HEADWORKS AREA ELECTRICAL PLAN

E-5 PROCESS AREA ELECTRICAL PLAN

E-6 SOLIDS HANDLING ROOM ELECTRICAL PLAN

E-7 BLOWER AND ELECTRICAL AREA ELECTRICAL PLAN

E-8 CHEMICAL AND OFFICE AREA ELECTRICAL PLAN

E-9 ROOF AND DIGESTER & EQ BASIN AREA ELECTRICAL PLAN

E-10 LIGHTING AND RECEPTACLE PLAN 1

E-11 LIGHTING AND RECEPTACLE PLAN 2

E-12 CABLE TRAY PLAN

E-13 WWTP ONE-LINE DIAGRAM

E-14 WWTP ONE-LINE DIAGRAM CONTINUED

E-15 PANEL SCHEDULES

E-16 MEP COORDINATION SCHEDULE

E-17 CONDUIT & CABLE AND LUMINAIRE SCHEDULE

E-18 TYPICAL FVNR MOTOR LOGIC

E-19 TYPICAL VFD MOTOR LOGIC

E-20 CONTROL BLOCK DIAGRAM - PLANT

E-21 CONTROL BLOCK DIAGRAM - MBR SYSTEM

E-22 ELECTRICAL DETAILS 1

E-23 ELECTRICAL DETAILS 2

FIRE ALARM

FA0.1 FIRE ALARM ABBREVIATIONS AND SYMBOLS

FA1.1 FIRE ALARM PLAN

ICT

T0.1 ICT ABBREVIATIONS AND SYMBOLS

T1.1.1 ICT SITE PLAN

T2.1.1 ICT FLOOR AND ROOF PLAN

T3.1.1 LEVEL 1 - ICT REFLECTED CEILING PLAN

T4.0 ENLARGED ICT PLANS AND ELEVATIONS

T5.0 ICT BUILDING RISER

T6.0 ICT DETAILS

T8.0 AV SYSTEMS ONE-LINE DIAGRAMS

T8.1 AV SYSTEMS ONE-LINE DIAGRAMS

T8.2 AV SYSTEMS ONE-LINE DIAGRAMS

T8.3 AV SYSTEMS ONE-LINE DIAGRAMS

T8.4 AV SYSTEMS ONE-LINE DIAGRAMS

SECURITY

TY0.1 SECURITY ABBREVIATIONS AND SYMBOLS

TY1.1.1 SECURITY SITE PLAN

TY2.1.1 SECURITY FLOOR AND ROOF PLAN

TY6.0 SECURITY DETAILS

TY6.2 SECURITY DETAILS

TY7.0 SECURITY SCHEDULES

FINAL CONSTRUCTION DOCUMENTS 23JAN26

bkoch

A.

B.

C.

D.

E.

F.

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.

SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE

BARRIERS.

FIRE PARTITIONS 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 OR TO THE FIRE-RESISTANCE-RATED

FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND

SHALL BE SECURELY ATTACHED THERETO.

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

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 3 (BP3)

HON-DAH UTILITY CAMPUS

Drawn By: Checked By:1/6 /20

2:

:18

P M

BUILDING CODE

SUMMARY

G2.0.0BP3

NI

GA

M

14904.000

NIGAM OCHSANKEHL

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)

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

3 HOURS

2 HOURS

1 HOURS

0 HOURS

IIB / H-4

[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, 38, 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, NFPA

220 CHAPTER 4]

[PER IBC SECTION 403]

[PER IBC SECTION 404]

[PER IBC SECTION 505, NFPA 101 8.6.10]

[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 414-415, IBC CHAPTER

50 AND 54, 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 NFPA 101, 7.3.3.2]

FOR STAIRWAYS WIDER THAN 44 IN. THE FOLLOWING EQUATION

APPLIES:

C = 146.7 + ((Wn - 44)/0.218)

WHERE C = CAPACITY, IN PERSONS, ROUNDED TO THE NEAREST

INTEGER

Wn = NOMINAL WIDTH OF THE STAIR AS PERMITTED BY 7.3.2.2

[PER IBC 1005.3, NFPA 101 Table 7.3.3.1]

0.3 0.2

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 PORTABLE FIRE EXTINGUISHERS 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 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.

EMERGENCY ALARM SYSTEM

AN EMERGENCY ALARM SYSTEM SHALL BE PROVIDED FOR GROUP H-4 OCCUPANCIES. THE EMERGENCY ALARM SYSTEM SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM. THE SYSTEM SHALL BE

DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH IBC 908.

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

OCCUPANCY

F-1 H-4

ALLOWABLE

BUILDING HEIGHT

FEET/STORIES

ACTUAL NS W/ FRONTAGE

BUILDING AREA PER FLOOR

SQUARE FEET

55 / 2 55 / 3 40'-5" / 1 15,500

17,500 N/A

ACTUAL

BUILDING TOTAL AREA

SQUARE FEET

10,743

ACTUAL

10,743

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.

TYPE II(000)

TYPE II(000)

INTERIOR FINISHES

THE FIRE SEPARATION DISTANCE IS GREATER THAN 30 FEET.

DESIGN DOES NOT REQUIRE OR PROVIDE EXTERIOR WALL

RATINGS. 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).

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]

CODE COMPLIANCE

APPROACH NARRATIVE

THE PROPOSED BUILDING IS A WASTEWATER TREATMENT PLANT TO

SUPPORT THE HON-DAH FACILITIES. REFER TO SHEET G1.1 FOR

GENERAL PROJECT INFORMATION.

REFER TO BUILDING PACKAGE 1 DRAWINGS FOR APPLICABLE

CODES AND STANDARDS.

DESIGN INCLUDES SEPARATED GROUP F-1 AND GROUP H-4

OCCUPANCIES IN ACCORDANCE WITH IBC 508.4.4. DESIGN

INCLUDES ACCESSORY/INCIDENTAL GROUP B AND GROUP S-2

OCCUPANCIES. FIRE-RATED SEPARATION FOR

ACCESSORY/INCIDENTAL OCCUPANCIES IS NOT REQUIRED OR

PROVIDED.

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

Table A.7.6)

OCCUPANCY SPRINKLERED MAX. DISTANCE

B/BUSINESS YES 100' - 0"

F-1/INDUSTRIAL YES 100' - 0"

H-4/HIGH-HAZARD YES 75' - 0"

S-2/STORAGE YES 100' - 0"

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

OCCUPANCY SPRINKLERED MAX. DISTANCE

B/BUSINESS YES 300'-0"

F-1/INDUSTRIAL YES 250'-0"

H-4/HIGH-HAZARD YES 175'-0"

S-2/STORAGE YES 400'-0"

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

OCCUPANCY SPRINKLERED MAX. DISTANCE

B/BUSINESS YES 50'-0"

F-1/INDUSTRIAL YES 50'-0"

H-4/HIGH-HAZARD YES 0'

S-2/STORAGE YES 100'-0"

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

II

IIB

F-1 CLASS C

CLASS CCLASS B

CLASS C CLASS C

CLASS C

IIS-2 CLASS CCLASS C CLASS C

IIH-4 CLASS BCLASS B CLASS C

*PER NFPA 400, 6.2.1.4.5.

FINAL CONSTRUCTION DOCUMENTS 23JAN26

2026-01-23

FIRE-RESISTANCE-RATED ASSEMBLIES

DEAD END CORRIDOR/AISLE

COMMON PATH OF TRAVEL

EXIT ACCESS TRAVEL DISTANCE

PATH IDENTIFIER (TYP, ALL TYPES)

EGRESS CAPACITY SYMBOLS

REQUIRED CAPACITY

OCCUPANT LOAD SYMBOLS

AREA OF SPACE

OCCUPANT LOAD

EXIT SIGN SYMBOLS

EXIT SIGN - WALL/CEILING MOUNTED

DIRECTIONAL ARROWS AS INDICATED

SHADING INDICATES ILLUMINATED FACE

REFER TO ELECTRICAL DRAWINGS FOR

LOCATIONS.

95,000 SF

10 OCC

F-1

REQ ACT

RWP

RCP ACP

AWPCALCULATED CLEAR

WIDTH REQUIRED (IN.)

ACTUAL CAPACITY

ACTUAL

CLEAR WIDTH (IN.)

ACTUAL

CLEAR WIDTH (IN.)

ACTUAL CAPACITY

CALCULATED CLEAR

WIDTH REQUIRED (IN.)

REQUIRED CAPACITY

DOOR

1 HOUR FIRE-RESISTANCE RATING

DEAD ENDS, COMMON PATH, AND EXIT ACCESS TRAVEL DISTANCES

PATH ID

LENGTH

REQ ACT

0.00"

0.00"

0RCP RCP

RWP AWP

STAIR

FIRE PROTECTION FEATURES

FIREFIGHTER

KEYSAFE

FIRE DEPARTMENT

CONNECTION

FIRE EXTINGUISHER

ON BRACKET

FIRE ALARM

CONTROL UNIT

FE

FACU

FKS

FDC

XX SF/OCC OCCUPANT LOAD FACTOR

1 HOUR FIRE BARRIER

OCCUPANCY CLASSIFICATION

EXIT ACCESS AND DISCHARGE SYMBOLS

EXIT ACCESS

EXIT DISCHARGE

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.

HEADWORKS

BLOWER

ELECTRICAL

CHEMICAL

PROCESSING

AEROBIC DIGESTER

1011 AEROBIC DIGESTER

AEROBIC DIGESTER

AEROBIC DIGESTER

EQ BASIN

SOLIDS HANDLING

764 SF

6 OCC

150 SF/OCC

B

4,742 SF

48 OCC

100 SF/OCC

F-1

FUNCTION OF SPACE LEGEND

ACCESSORY MECHANICAL AND STORAGE

AREAS

BUSINESS USE - GENERAL

INDUSTRIAL USE

= 119' - 11"

TRAVEL DISTANCE

REQ ACT

DOOR

11.00"

33.50"

REQ ACT

DOOR

2.00"

33.50"

(300 GSF/PERSON)

(150 GSF/PERSON)

(100 GSF/PERSON)

ELEC/IT

492 SF

2 OCC

300 SF/OCC

S-2

466 SF

5 OCC

100 SF/OCC

F-1

COVERED HEADWORKS SPACE

OPEN TO EXTERIOR

1,920 SF

20 OCC

100 SF/OCC

F-1

REQ ACT

DOOR

2.00"

33.50"

REQ ACT

DOOR

2.00"

33.50"

623 SF

7 OCC

100 SF/OCC

H-4

= 39' - 3"

COMMON PATH OF TRAVEL

FDC

FE FE

FE

WALKWAY ABOVE DIGESTERS

555 SF

6 OCC

100 SF/OCC

F-1

PROVIDED EXIT SEPARATION = 39' - 9"

FE

FACU

MECHANICAL EQUIPMENT, TYP.

REQ ACT

STAIR

40" 6 133 2"

FE

ACCESS TO INDUSTRIAL

EQUIPMENT PROVIDED IN

ACCORDANCE WITH NFPA 101

2024, 40.2.5.3.

= 28' - 7"

COMMON PATH OF TRAVEL = 146' - 4"

TRAVEL DISTANCE (INCLUDING TRAVEL

ALONG STAIRS)

LADDER IS PROVIDED FROM THE

WALKWAY OVER THE DIGESTERS PER

NFPA 101, 7.2.9 AND IBC 1011.16(1).

= 25' - 11"

COMMON PATH OF TRAVEL

1-HOUR OCCUPANCY

SEPARATION BETWEEN

GROUP H-4 AND GROUP F-1

MINIMUM EXIT SEPARATION = 39'-5"

MAXIMUM OVERALL DIAGONAL = 118' - 3"

VENTILATION FOR CHEMICAL 1003 IS CONNECTED TO THE LIGHT SWITCH

AND ONLY RUNS WHEN MANUALLY TURNED ON. AN EMERGENCY SWITCH

TO SHUT OFF THE VENTILATION SYSTEM WILL BE PROVIDED OUTSIDE OF

THE CHEMICAL ROOM PER NFPA 400, 6.2.1.5.10. SIGNAGE DISTINGUISHING

THE LIGHT SWITCH FROM THE VENTILATION SWITCH WILL BE PROVIDED.

REQ ACT

DOOR

69"

A CAPACITY FACTOR OF 0.4 IS USED FOR LEVEL COMPONENTS

IN HIGH-HAZARD CONTENT AREAS PER NFPA 400, 6.2.1.4.2.

4"

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

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 3 (BP3)

HON-DAH UTILITY CAMPUS

Drawn By: Checked By:1/6 /20

2:

:27

P M

FIRE LIFE SAFETY PLANS

G2.2.1BP3

NI

GA

M

14904.000

NIGAM OCHSANKEHL

GRAPHIC LEGEND

GENERAL SHEET NOTES

SCALE: 1/8" = 1'-0"1 LEVEL 1 - LIFE SAFETY

LEVEL 1

TRAVEL DISTANCE 119' - 11"

COMMON PATH OF TRAVEL 39' - 3"

COMMON PATH OF TRAVEL 28' - 7"

TRAVEL DISTANCE (INCLUDING TRAVEL ALONG

STAIRS)

141' - 3"

COMMON PATH OF TRAVEL 25' - 11"

EGRESS DISTANCES

HAZARDOUS MATERIAL APPROACH

FUNCTION OF SPACE AREA/OCC OCC LOAD AREA

LEVEL 1

ACCESSORY MECHANICAL AND STORAGE AREAS 300 GSF 2 492 SF

BUSINESS USE - GENERAL 150 GSF 6 764 SF

INDUSTRIAL USE 100 GSF 86 8306 SF

94 9561 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

BUSINESS (B) 780 SF 7%

FACTORY INDUSTRIAL (F-1) 8849 SF 82%

HIGH HAZARD (H-4) 623 SF 6%

STORAGE (S-2) 492 SF 5%

10743 SF 100%

BUILDING OCCUPANT LOAD

PROJECT NORTH

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

8' 8' 16'0'4'

TRUE NORTH

A CHEMICAL STORAGE AREA (CHEMICAL 1003) WILL BE PROVIDED FOR PURPOSES OF WASTE WATER TREATMENT. 12.5% SODIUM HYPOCHLORITE, 25% SODIUM HYDROXIDE (HEALTH HAZARD 3), MICRO C2000, AND 48% ALUMINUM SULFATE WILL BE STORED WITHIN THE CHEMICAL STORAGE AREA, WITH AMOUNTS EXCEEDING THE VALUES FOUND IN IBC TABLE 307.1(2) AND NFPA 400 TABLE 5.2.1.1.3. SODIUM HYPHOCHLORITE, SODIUM HYDROXIDE, AND ALUMINUM SULFATE ARE CORROSIVES. MICRO C2000 IS NOT

CLASSIFIED AS TOXIC, HIGHLY TOXIC, OR CORROSIVE.

CHEMICAL 1003 WILL BE CLASSIFIED AS A GROUP H-4 OCCUPANCY CONTAINING CORROSIVE MATERIALS CLASSIFIED AS HIGH-HAZARD CONTENT LEVEL 4 IN ACCORDANCE WITH NFPA 400, 4.2.1.2.4. CHEMICAL 1003 WILL COMPLY WITH SECTIONS 414 AND 415 OF THE IBC, CHAPTERS 50 AND 54 OF THE IFC, AND CHAPTERS 4-6 AND CHAPTER 12 OF NFPA 400. CHEMICAL 1003 WILL BE SEPARATED FROM THE REMAINDER OF THE BUILDING

BY 1-HOUR FIRE BARRIERS AS REQUIRED BY IBC 508.4 AND NFPA 400 TABLE 6.2.1.3.

DESIGN INCLUDES AN AUTOMATIC FIRE DETECTION SYSTEM PER IBC 415.3, AN AUTOMATIC SPRINKLER SYSTEM PER IBC 415.4 AND NFPA 400 6.2.1.1, AND AN EMERGENCY ALARM SYSTEM PER IBC 415.5. THE AUTOMATIC SPRINKLER SYSTEM WILL BE DESIGNED FOR ORDINARY HAZARD GROUP 2 WITH MINIMUM DESIGN

AREA OF 3,000 SF PER IBC 5004.5 AND NFPA 400, 6.2.1.1.1.

DESIGN INCLUDES LIQUID-TIGHT, NONCOMBUSTIBLE FLOOR CONSTRUCTION PER IBC 415.10.3 AND NFPA 400, 6.2.1.9.2.

DESIGN INCLUDES APPROVED TANKS TO STORE HAZARDOUS CHEMICALS. DESIGN INCLUDES TANKS GREATER THAN 500 GALLONS, THEREFORE LIQUID-LEVEL LIMIT CONTROL WILL BE PROVIDED IN ACCORDANCE WITH IFC

5003.2.7 AND NFPA 400 6.3.1.2.4 WITH AN ALARM BEACON THAT SOUNDS WHEN 95% AND MAX FILL LEVEL IS REACHED. DESIGN INCLUDES SPILL CONTROL AND SECONDARY CONTAINMENT IN ACCORDANCE WITH IFC

5004.2 AND NFPA 400, 6.2.1.9.2 AND 6.2.1.9.3. CONCRETE BASINS WILL BE PROVIDED FOR THE TANKS AND ARE SIZED TO INCLUDE FIRE SPRINKLER FLOW OF 44 GPM FOR 20 MINUTES IN ADDITION TO THE FULL TANK VOLUME. MANUFACTURED PALLETS WILL BE PROVIDED FOR THE TOTES. MONITORING WILL BE ACHIEVED THROUGH VISUAL INSPECTION IN ACCORDANCE WITH IFC 5004.2.2.5 AND NFPA 400, 6.2.1.9.3.7. LIQUIDS WILL BE

TRANSFERRED IN ACCORDANCE WITH IFC 5005.1.10 AND NFPA 400, 6.3.1.7.

DESIGN INCLUDES MECHANICAL EXHAUST VENTILATION IN ACCORDANCE WITH IFC 5004.3 AND NFPA 400,

6.2.1.5. THE MATERIALS STORED DO NOT REQUIRE TEMPERATURE AND PRESSURE CONTROL PER IFC 5004.8 NFPA 400, 6.2.1.7. MECHANICAL VENTILATION, ALARM, AND DETECTION SYSTEMS WILL BE PROVIDED WITH

EMERGENCY OR STANDBY POWER.

DOORS SERVING HIGH-HAZARD CONTENT AREAS SHALL BE PROVIDED WITH PANIC HARDWARE PER IBC

1010.2.8 AND NFPA 400, 6.2.1.4.6. DOORS WILL SWING IN THE DIRECTION OF TRAVEL PER IBC 1010.1.2.1.

APPROPRIATE SIGNAGE WILL BE PROVIDED FOR ALL STORAGE AND USE OF HAZARDOUS MATERIALS.

THE ANTICIPATED QUANTITY OF HAZARDOUS MATERIALS PROVIDED BY MORRISON-MAIERLE IS AS FOLLOWS:

SODIUM HYDROXIDE (HEALTH HAZARD 3): 1,000 GALLON TANK (ESTIMATED STORAGE AMOUNT: 750 GALLONS) ALUMINUM SULFATE (HEALTH HAZARD 1): 1,000 GALLON TANK (ESTIMATED STORAGE AMOUNT: 750 GALLONS)

MICROC 2000: 1,000 GALLON TANK

SODIUM HYPOCHLORITE (HEALTH HAZARD 3): (2) 275 GALLON TOTES

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