W912QR24R0008_Plans-0005.pdf

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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt4/4/2024 12:10:19 PM

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SHT No SHEET NAME REV DATE

09 - INTERIORS

I-111 FIRST FLOOR FINISH PLAN - SECTOR 1 1 03/22/2024

I-112 FIRST FLOOR FINISH PLAN - SECTOR 2 1 03/22/2024

I-113 FIRST FLOOR FINISH PLAN - SECTOR 3 1 03/22/2024

IF-111 FIRST FLOOR FURNITURE PLAN - SECTOR 1 1 02/23/2024

IF-112 FIRST FLOOR FURNITURE PLAN - SECTOR 2 1 02/23/2024

IF-113 FIRST FLOOR FURNITURE PLAN - SECTOR 3 1 02/23/2024

IG-111 FIRST FLOOR SIGNAGE PLAN - SECTOR 1

IG-112 FIRST FLOOR SIGNAGE PLAN - SECTOR 2

IG-113 FIRST FLOOR SIGNAGE PLAN - SECTOR 3

IG-340 SIGNAGE SCHEDULE AND DETAILS

IA-111 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 1 1 02/23/2024

IA-112 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 2 1 02/23/2024

IA-113 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 3

I-401 ENLARGED PLANS AND ELEVATIONS

I-402 INTERIOR ELEVATIONS

I-403 INTERIOR ELEVATIONS 1 03/22/2024

I-601 FINISH SCHEDULE AND LEGEND 1 02/23/2024

11 - FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND NOTES

FA111 FIRE ALARM PLAN - SECTOR 1 1 03/22/2024

FA112 FIRE ALARM PLAN - SECTOR 2

FA113 FIRE ALARM PLAN - SECTOR 3

FA600 FIRE ALARM AND MNS INPUT/OUTPUT MATRIX

FA601 FIRE ALARM AND MNS RISER DIAGRAM 1 03/22/2024

FA602 FIRE ALARM & MASS NOTIFICATION - AUDIBLE AND VISUAL MESSAGES

FX001 FIRE SUPPRESSION SYSTEMS LEGEND AND NOTES

FX110 FIRE SUPPRESSION PLAN

FX400 ENLARGED FIRE PUMP ROOM PLAN

FX600 FIRE PUMP DIAGRAM, SCHEDULE, AND DETAIL

Grand total: 167

SHT No SHEET NAME REV DATE

08 - ARCHITECTURAL

A-002 PROJECT NOTES

A-003 LEGENDS

A-004 LEGENDS

A-005 LEGENDS

A-006 LEGENDS

A-011 ACCESSIBILITY

A-012 ACCESSIBILITY

A-013 ACCESSIBILITY PLAN

A-021 AIR BARRIER PLAN

A-022 AIR BARRIER SECTIONS

A-023 AIR BARRIER SECTIONS

A-024 AIR BARRIER SECTIONS

A-031 UL ASSEMBLIES PLAN

A-032.1 UL ASSEMBLIES - DESIGN NO. U419

A-032.2 UL ASSEMBLIES - DESIGN NO. U419

A-032.3 UL ASSEMBLIES - DESIGN NO. U419

A-033.1 UL ASSEMBLIES - DESIGN NO. U905

A-034.1 UL ASSEMBLIES - DESIGN NO. D902

A-034.2 UL ASSEMBLIES - DESIGN NO D902

A-034.3 UL ASSEMBLIES - DESIGN NO D902

A-036.1 UL ASSEMBLIES - DESIGN NO. X829

A-037.1 UL ASSEMBLIES - DESIGN NO. X827

A-071 AREA TABULATIONS PLAN

A-091 EQUIPMENT PLAN

A-110 FIRST FLOOR PLAN - COMPOSITE 1 03/08/2024

A-111 FIRST FLOOR PLAN - SECTOR 1

A-112 FIRST FLOOR PLAN - SECTOR 2 1 02/23/2024

A-113 FIRST FLOOR PLAN - SECTOR 3

A-120 ROOF PLAN - COMPOSITE

A-121 ROOF PLAN - SECTOR 1

A-122 ROOF PLAN - SECTOR 2

A-123 ROOF PLAN - SECTOR 3

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS 1 03/08/2024

A-303 BUILDING SECTIONS 1 03/08/2024

A-311 WALL SECTIONS 1 03/08/2024

A-312 WALL SECTIONS

A-313 WALL SECTIONS 1 03/08/2024

A-314 WALL SECTIONS

A-401 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-402 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-403 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-404 ENLARGED PLANS AND ELEVATIONS

A-501 DETAILS 1 02/23/2024

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

A-506 DETAILS

A-507 DETAILS

A-508 DETAILS

A-509 DETAILS 1 03/08/2024

A-510 DETAILS

A-511 DETAILS

A-512 DETAILS 1 03/08/2024

A-513 DETAILS 1 02/07/2024

A-514 DETAILS

A-515 DETAILS

A-516 DETAILS

A-519 DETAILS

A-520 DETAILS

A-521 DETAILS

A-522 DETAILS

A-523 DETAILS

A-524 DETAILS

A-531 DETAILS 1 02/23/2024

A-601 PARTITION SCHEDULE

A-602 PARTITION SCHEDULE

A-603 PARTITION SCHEDULE

A-604 PARTITION SCHEDULE DETAILS

A-611 DOOR SCHEDULE 2 03/08/2024

A-612 WINDOW AND LOUVER SCHEDULE 2 03/08/2024

A-710 FIRST FLOOR REFLECTED CEILING PLAN

A-711 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 03/08/2024

A-712 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2

A-713 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 1 03/08/2024

A-901 ISOMETRIC VIEWS

SHT No SHEET NAME REV DATE

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX 4 04/03/2024

G-003 SHEET INDEX 3 03/22/2024

GI001 CODE ANALYSIS 1 04/03/2024

GI002 CODE ANALYSIS

GI003 FPLS CODE REVIEW FORM

GI101 CODE COMPLIANCE SITE PLAN

GI110 LIFE SAFETY PLAN

GI200 ELECTRICAL HAZARDOUS CLASSIFICATION PLAN

GI300 DAMPER SCHEDULE

GI400 HAZARDOUS MATERIAL PLAN

07 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES 1 03/22/2024

S-002 GENERAL STRUCTURAL NOTES 1 03/08/2024

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL STRUCTURAL NOTES

S-005 GENERAL STRUCTURAL NOTES 2 03/22/2024

S-006 STRUCTURAL ABBREVIATIONS AND SYMBOLS

S-010 TYPICAL DETAILS - CONCRETE SLAB-ON-GRADE

S-011 TYPICAL DETAILS - CONCRETE DETAILS AND SCHEDULES 1 02/23/2024

S-012 TYPICAL PRECAST CONCRETE WALL PANEL ELEVATIONS

S-013 TYPICAL DETAILS - CONCRETE MASONRY

S-014 TYPICAL DETAILS - STEEL

S-015 TYPICAL DETAILS - STEEL

S-020 COMPONENTS AND CLADDING WIND PRESSURE DIAGRAMS

S-021 SNOW LOAD AND DRIFT DIAGRAM

S-100 FOUNDATION PLAN - COMPOSITE

S-101 FOUNDATION PLAN - SECTOR 1

S-102 FOUNDATION PLAN - SECTOR 2

S-103 FOUNDATION PLAN - SECTOR 3

S-110 INTERMEDIATE FRAMING PLAN - COMPOSITE

S-111 INTERMEDIATE FRAMING PLAN - SECTOR 1

S-112 INTERMEDIATE FRAMING PLAN - SECTOR 2

S-113 INTERMEDIATE FRAMING PLAN - SECTOR 3

S-120 ROOF FRAMING PLAN - COMPOSITE

S-121 ROOF FRAMING PLAN - SECTOR 1

S-122 ROOF FRAMING PLAN - SECTOR 2

S-123 ROOF FRAMING PLAN - SECTOR 3

S-200 VERTICAL BRACED FRAME ELEVATIONS

S-201 VERTICAL BRACED FRAME ELEVATIONS

S-202 VERTICAL BRACED FRAME ELEVATIONS

S-203 VERTICAL BRACED FRAME ELEVATIONS

S-204 EXTERIOR WALL FRAMING AND CMU WALL ELEVATIONS

S-205 EXTERIOR WALL FRAMING ELEVATIONS

S-206 EXTERIOR WALL FRAMING ELEVATIONS

S-207 INTERIOR PARTITION WALL FRAMING AND CMU WALL ELEVATIONS

S-400 TEST PIT FOUNDATION PLAN AND SECTIONS 2 03/22/2024

S-500 FOUNDATION SECTIONS AND DETAILS

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS 1 02/23/2024

S-503 FOUNDATION SECTIONS AND DETAILS

S-504 FOUNDATION SECTIONS AND DETAILS

S-510 CRANE FRAMING SECTIONS AND DETAILS

S-520 FRAMING SECTIONS AND DETAILS

S-521 FRAMING SECTIONS AND DETAILS

S-522 FRAMING SECTIONS AND DETAILS

S-523 FRAMING SECTIONS AND DETAILS

S-525 STEEL BRACED FRAME CONNECTION DETAILS

S-600 FOUNDATION SCHEDULES AND DETAILS

S-601 FOUNDATION PEDESTAL PLAN DETAILS

S-610 COLUMN BASE PLATE SCHEDULES AND DETAILS

S-900 STRUCTURAL ISOMETRIC VIEWS

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_FIRE_CR20.rvt4/4/2024 11:48:09 AM

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APPLICABLE CODES AND STANDARDS

• UFC 1-200-01 DOD BUILDING CODE, CHANGE 1, 1 OCTOBER, 2020

• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, CHANGE 2, 12 APRIL 2021

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, 6 MAY, 2021

• UFC 4-010-01 DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 19 AUGUST 2020

• UFC 4-010-06 CYBERSECURITY OF FACILITY RELATED CONTROL SYSTEMS, CHANGE 1, JANUARY 2017

• UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, CHANGE 1, JANUARY 2010

• 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY UFC 1-200-01

• NFPA 1, FIRE CODE, 2021

• NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022

• NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2022

• NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2022

• NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2021

• NFPA 70, NATIONAL ELECTRICAL CODE, 2020

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022

• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021

• NFPA 101, LIFE SAFETY CODE, 2021

• NFPA 221, STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS, AND FIRE BARRIER WALLS, 2021

• NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2022

• NFPA 400, HAZARDOUS MATERIAL CODE, 2022

• NFPA 497, RECOMMENDED PRACTICE FOR THE CLASSIFICATION OF FLAMMABLE LIQUIDS, GASES, OR VAPORS AND OF

HAZARDOUS (CLASSIFIED) LOCATIONS FOR ELECTRICAL INSTALLATIONS IN CHEMICAL PROCESS AREAS, 2021

• ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DOD FACILITIES, 2015

• ENGINEERING AND CONSTRUCTION BULLETIN (ECB) NO. 2018-17, NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR

MASS NOTIFICATION SYSTEMS, REV. 1, MAY 14, 2020

• FM GLOBAL PROPERTY LOSS PREVENTION DATA SHEETS (FMDS):

• FMDS 7-98, HYDRAULIC FLUIDS, JANUARY 2021

UFC 3-600-01 SUPPLEMENTS THE REQUIREMENTS LISTED IN UFC 1-200-01. UFC 3-600-01 SUPERSEDES NFPA AND OTHER INDUSTRY STANDARDS WHERE THERE IS A CONFLICT, EXCEPT WHERE NOT SPECIFICALLY ADDRESSED BY UFC 3-600-01. (UFC 3-600-01 §1-4.2.1) WHERE THE IBC REFERENCES THE INTERNATIONAL FIRE CODE, (IFC), THE IFC MUST BE REPLACED WITH NFPA 1, EXCEPT WHERE SUPERSEDED BY UFC 3-600-01 (UFC 3-600-01 §1-4.2.3).

CLASSIFICATION OF WORK

THE BUILDING IS NEW CONSTRUCTION AND MUST COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION.

OCCUPANCY CLASSIFICATION

THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH BUILDING CODE REQUIREMENTS SUCH AS CONSTRUCTION TYPE, ALLOWABLE HEIGHT AND AREA, BUILDING SEPARATION DISTANCE, OCCUPANCY SEPARATION AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE IBC (UFC 3-600-01 §3-2.1.2). THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (VERTICAL OPENINGS) AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH NFPA 101 (UFC 3-600-01 §3-3.1.1).

THE BUILDING IS A NON-SEPARATED, MIXED-USE BUILDING CONSISTING OF BUSINESS GROUP “B” AND HIGH-HAZARD “H-2” (IBC §

508.3 AND NFPA 101 §6.1.12.2.1 §6.2.2.4).

HAZARDOUS MATERIALS REQUIREMENTS

THE HYDRAULIC PUMP SYSTEM IN THE BUILDING USES A HYDRAULIC FLUID THAT IS CLASSIFIED AS A CLASS IIIB COMBUSTIBLE LIQUID AND IS PRESSURIZED AT OR ABOVE 2,500 PSI, ANY COMBUSTIBLE LIQUIDS UNDER PRESSURE MUST BE TREATED AS A FLAMMABLE LIQUIDS UNDER PRESSURE MUST BE TREATED AS A FLAMMABLE LIQUID PER UFC 3-600-01 §4-23.1. THUS, THE

HYDRAULIC FLUID IS CONSIDERED A CLASS IC FLAMMABLE LIQUID FOR THIS DESIGN.

THE HIGH BAY AND PUMP ROOM WILL CONTAIN OVER 1,000 GALLONS OF HYDRAULIC FLUID WHICH EXCEEDS THE MAXIMUM ALLOWABLE QUANTITY (MAQ) PER CONTROL AREA OF 240 GALLONS (IBC TABLE 307.1(1), NFPA 400 TABLE 5.2.1.1.3).

THE HIGH BAY AND PUMP ROOM ARE CLASSIFIED AS HIGH-HAZARD GROUP 2 (H-2) PER IBC §307.4 AND PROTECTION LEVEL 3 PER

UFC 3-600-01 TABLE 3-1.

CONSTRUCTION TYPE

THE BUILDING IS A SINGLE-STORY STRUCTURE OF NON-COMBUSTIBLE, FIRE-RESISTANCE RATED CONSTRUCTION WITH A

CONSTRUCTION CLASSIFICATION OF TYPE IA (IBC §602.2).

THE FIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS OF TYPE IA CONSTRUCTION (IBC TABLES 601 AND 602):

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 3 HOUR

INTERIOR BEARING WALLS 3 HOUR

INTERIOR NONBEARING WALLS 0 HOUR

EXTERIOR WALLS

WITH FIRE SEPARATION DISTANCE OF AT LEAST 30 FT 0 HOUR

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 2 HOUR

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 1 1/2 HOUR

BUILDING SEPARATION

THE BUILDING HAS A FIRE SEPARATION DISTANCE (FSD) OF AT LEAST 30 FT ON ALL SIDES OF THE BUILDING (IBC TABLE 602.2).

FRONTAGE CALCULATION, IF:

PERIMETER: 824.6 FT; FRONTAGE WITH FSD OF 30 FT OR MORE: 824.6 FT

IF = [(F/P)-0.25](W/30) = [(824.6 FT / 824.6 FT)-0.25](30 FT/30 FT) = 0.75 = 75%

DIMENSIONS USED FOR FRONTAGE CALCULATIONS ARE SHOWN ON THE CODE COMPLIANCE SITE PLAN

ALLOWABLE HEIGHT AND AREA

BASED ON NONSEPARATED MIXED USE OF H-2 AND GROUP B IBC §508.3

STORIES: UNLIMITED ALLOWED / 1 ACTUAL IBC TABLE 504.4

FEET: UNLIMITED ALLOWED / 40 FT IBC TABLE 504.3

OCCUPANCY BASE ALLOWED (SQ.FT.) FRONTAGE (SQ.FT.) TOTAL ALLOWABLE AREA (SQ.FT.)

B UNLIMITED - UNLIMITED

F-1 UNLIMITED - UNLMITED

H-2 21,000 21,000 X 75% = 15,750 36,750

BASED ON TYPE IA, ONE STORY, FULLY SPRINKLERED BUILDING, THE MAXIMUM ALLOWABLE AREA PER FLOOR FOR THE NON- SEPARATED MIXED USE BUILDING OF B, F-1 AND H-2 IS 36,750 SQ.FT. THE ACTUAL BUILDING AREA IS 31,729 SQ.FT.

CODE ANALYSIS

FIRE/SMOKE RESISTANCE RATED SEPARATIONS

RATING REFERENCE

FIRE PUMP ROOM 1-HOUR NFPA 20 §4.14.1.1.2

CORRIDORS 0-HOUR NFPA 101 §38.3.6.1(3) NFPA 101 §

40.3.6, NFPA 101 §42.3.6

H-2 OCCUPANCY SEPARATION 2-HOUR IBC TABLE 508.4

BUILDING EQUIPMENT SMOKE PARTITION NFPA 101 §38.3.2.1, §8.7.1.2

TRASH / RECYCLE ROOMS 1-HOUR UFC 3-600-01 §4-46.2

PROTECTION LEVEL 3 2-HOUR* NFPA 400 TABLE 6.2.1.3

*2HR REQUIRED BECAUSE ROOM IS GREATER THAN 150 SQ.FT. AND CONTAINS FLAMMABLE / COMBUSTIBLE LIQUIDS.

OPENING PROTECTION

TYPE OF ASSEMBLY FIRE DOOR FIRE DAMPER SMOKE DAMPER FIRE WINDOW

AND RATING ASSEMBLY RATING RATING RATING RATING REFERENCE

2 HR FIRE BARRIER 1.5 HR 1.5 HR* N/A W-120 NFPA 221 TABLE 4.9.2,

1 HR FIRE BARRIER 0.75 HR 0 HR N/A W-60 NFPA 90A §5.3.1.2

NFPA 101 §8.3.3.2.2

SMOKE PARTITION 0 HR N/A CLASS II* NFPA 101 §8.4.6.3

*REQUIRED FOR AIR TRANSFER OPENINGS ONLY

PENETRATIONS AND JOINTS

FIRE BARRIERS: THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM, INSTALLED AS TESTED, IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER AND AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF ASSEMBLY PENETRATED (NFPA 101 §8.3.4.2.2).

JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL ASSEMBLIES, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE ASSEMBLY IN WHICH IT IS LOCATED (NFPA 101 §8.3.5.2.1). FIRE RESISTANT JOINT SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E1966 OR UL 2079. ALL HEAD OF WALL, WALL TO WALL, AND FLOOR TO WALL JOINT SYSTEMS SHALL BE DYNAMIC. BOTTOM OF THE WALL JOINTS SHALL BE STATIC. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE TESTED WITH BOTH FACES EXPOSED TO THE FURNACE TEST, AND THE ASSIGNED FIRE-RESISTANCE

RATING SHALL BE THE SHORTEST DURATION OBTAINED FROM THE TWO TESTS.

SMOKE PARTITIONS: PENETRATIONS FOR CABLES, CABLE TRAYS, CONDUITS, PIPES, TUBES, VENTS, WIRES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH A SMOKE PARTITION SHALL BE PROTECTED BY A SYSTEM OR MATERIAL THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE (NFPA 101 §8.4.4.1).

JOINTS MADE WITHIN OR AT THE PERIMETER OF SMOKE PARTITIONS SHALL BE PROTECTED WITH A JOINT SYSTEM THAT IS CAPABLE OF

LIMITING THE TRANSFER OF SMOKE (NFPA 101 §8.4.5.2).

INTERIOR FINISHES

INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A OR B NFPA 101 TABLE A.10.2.2

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B OR C NFPA 101 TABLE A.10.2.2

INTERIOR FLOOR FINISH CLASS I OR II NFPA 101 TABLE A.10.2.2

FIRE SUPPRESSION

BUILDING IS FULLY SPRINKLERED. REFER TO FX SERIES DRAWINGS.

FIRE ALARM/MASS NOTIFICATION

BUILDING IS PROVIDED WITH A COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM. REFER TO FA SERIES DRAWINGS.

PORTABLE FIRE EXTINGUISHERS:

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS MUST BE PROVIDED WHERE REQUIRED BY NFPA 101 (UFC 3-600-01 §9-17.1)

HAZARD CLASSIFICATION: NFPA 10 §5.2 & §5.4

LIGHT HAZARD CLASS A: OFFICE AREAS, CONFERENCE ROOMS, CORRIDORS

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 3,000 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

ORDINARY HAZARD CLASS A: COMMUNICATION ROOM, MECHANICAL ROOM, ELECTRICAL

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 1,500 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

EXTRA HAZARD CLASS B: HIGHBAY, PUMP ROOM

MAXIMUM TRAVEL DISTANCE TO FE: 50 FEET

MAXIMUM FLOOR AREA PER UNIT B 1,500 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

DESIGN BASIS: 10 POUND MULTIPURPOSE DRY CHEMICAL: 4A:80B:C

FIRE DEPARTMENT ACCESS

BUILDING SHALL HAVE AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED ACCESS TO THE FACILITY. ALL-WEATHER GROUND ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS (I.E. AN EXTERIOR DOOR THAT PROVIDES ACCESS TO THE

FACILITY INTERIOR). (UFC 3-600-01 §9-1.1)

DIMENSIONS OF FIRE LANES AND TURNAROUNDS MUST COMPLY WITH NFPA 1 (UFC 3-600-01 §9-1.3). FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FT 6 IN (NFPA 1 §18.2.3.5.1.1 AND §18.2.3.5.1.2). DEAD END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT IN LENGTH SHALL BE PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE APPARATUS TO TURN AROUND. (NFPA 1 §18.2.3.2.2)

A SUITABLE ALL-WEATHER GROUND ACCESS SURFACE FOR ANY APPARATUS SHALL BE PROVIDED WITHIN 150 FEET OF THE FIRE

DEPARTMENT CONNECTION (UFC 3-600-01 §9-1.4).

FIRE DEPARTMENT ACCESS IS SHOWN ON THE CODE COMPLIANCE SITE PLAN.

WATER SUPPLY

PRIVATE FIRE SERVICE MAINS SUPPLYING FIRE PROTECTION SYSTEMS WITHIN THE BUILDING SHALL BE PERMITTED TO EXTEND NO MORE THAN 10 FEET, AS MEASURED FROM THE OUTSIDE OF THE BUILDING, UNDER THE BUILDING TO THE RISER LOCATION (NFPA 24 §10.4.3.1).

10" DEDICATED FIRE WATER LEAD-IN.

FIRE FLOW

THE BUILDING HAS A TOTAL FLOOR AREA OF 31,729 SQ. FT. AND IS OF TYPE IA (332) CONSTRUCTION WHICH RESULTS IN A REQUIRED FIRE FLOW OF 2,000 GPM FOR 2 HOURS IN ACCORDANCE WITH NFPA 1 TABLE 18.4.5.2.1. THE REQUIRED FIRE FLOW IS PERMITTED TO BE REDUCED BY 75% AS THE BUILDING IS FULLY SPRINKLERED THROUGHOUT BUT CANNOT BE LESS THAN 1,000 GPM AND SHALL NOT EXCEED 2,000 GPM FOR 2 HOURS (NFPA 1 §18.4.5.3.2, NFPA 1 §18.4.5.3.4 AND UFC 3-600-01 §9-2.1). THEREFORE, THE REQUIRED FIRE FLOW

FOR THE BUILDING IS 1,000 GPM AT 20 PSI FOR 2 HOURS.

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.