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I Fire Protection I Life Safety I Accessibility Code Review Form version 21 dated 24 January 2012

Sheridan Army Reserve Center (ARC), Sheridan, IL (PN 67659) Training Building (TRNG)

1. PROJECT'S APPLIED CODES & STANDARDS

a. UFC 1-200-01 : General Building Requirements , 16 August 2010

b. UFC 3-600-01 : Design· Fire Protection Engineering for Facilities, with Change 1, 14 July 2009

c. UFC 4-021-01 : Design and O&M: Mass Notification Systems, with Change 1, January 2010

4

d. IBC 2012: International Building Code for fire resistance requirements , allowable floor area , building height limits , and bui lding separation distance, except as modified by UFC 3-600-01

e. NFPA 1, 2012 : Fire Code , for determining \€hicle access requirements

f. NFPA 101, 2012: Life Safety Code , for building egress and life safety except as modified in UFC 3-600-01

g. NFPA 10, 2010: Standard for Portable Fire Extinguishers

h. NFPA 13, 2013: Standard for Installation of Sprinkler Systems , minimum requirements for design and installation of automatic fire sprinkler systems and exposure protection

h. NFPA 17A & Errata, 2013: Standard for Wet Chemical Extinguishing Systems

i. NFPA 20, 2010: Standard for the Installation of Stationary Pumps for Fire Protection, for construction & installation rqmts for fire pumps j. NFPA 30, 2012: Flammable and Combustible Liquids Code , for construction requirements and fire res istance ratings for liquid storage areas

k. NFPA 30A, 2012: Code for Motor Fuel Dispensing Facilities and Repair Garages , for occupancy classification, construction requirements and means of egress for repair garages and organizational maintenance shops

I. NFPA 70, 2011 : National Electrical Code (NEC)- Article 500 Hazardous Locations & Article 511 Commercial Garages , Repair & Storage

m. NFPA 80 , 2010: Standard for Fire Doors and Other Opening Protectives

n. NFPA 72, 2010: National Fire Alarm and Signaling Code

o. NFPA 90A, 2012: Standard Installation of Air Conditioning & Ventilation Systems, for protection of openings , shafts, fire dampers, smoke dampers ,

p. NFPA 96, 2011 : Standard for Ventilation Control and Fire Protection of Commercial Cooking

q. NFPA 291 , 2010: Recommended Practice for Fire Flow Testing and Marking of Hydrants r. ASME A 17.1, 2010: Safety Code for Elevators and Escalators

s. ABA (Architectural Barriers Act) Accessibility Standards for DoD Facilities, Chapters 1-10, adopted by DOD by Memorandum dated October 2008

~~1~-~B~U~IL~D~IN~G~C~O~D~E~R~EQ~U~I~R~EM~EN~T~S~: ___________________________________________________________________ I

a. Occupancy Classification: IBC Chapter 3

b. Construction Type: IBC Chapter 6

c. Area Limitations I Modifications: IBC Section 503, 506, 507

d. Mixed Use & Occupancy Separations IBC Section 508

353449_ TRNG_X-001xxx.dgn

05-MAR-2013

1st Floor· B I A-3 I S-1 2nd Floor: B

Bearing Walls: Exterior & Interior Type II- B (Non-Combustible, Fully Sprinkled)

Frontage Increase (If): If= [F/P- 0.25]'11130 F (Building Perimeter fronting public ooy) = 437'-4" or 437. 333' P (Building Perimeter) = 437'-4" or 437.333' W (Width of public ooy) = 66'-0"

If= [4373331437333- 0.25] 30130 =. 75

Area Determination (A a): Aa = {At +[At x If] +[At xIs]} At (Tabular Building area) = 23,000 (B) I 9,500 (A-3) I 17,500 (S-1) If (Fraontage lncrase) = . 75 Is (Sprinkler Increase) = 2

B Occupancy Aa = { 23,000 + [23,000 x 0.75] +[23,000 x 2]} = 56,250 > 1st Floor actual 27,865 (compliant)

= 56,250 > 2nd Floor actual 32,615 (compliant)

A-3 Occupancy A a= { 9,500 + [9,500 x 0.75] +[9,500 x 2]} = 35,625 > 1st Floor actual 2,831 (compliant)

S-1 Occupancy A a = { 17,500 + [17, 500 x 0.75] +[17, 500 x 2]} = 65,625 > 1st Floor actual 11,663 (compliant)

1st Floor: B A-3 S-1

Actual I 27,865sf + 2,831sf + 11,663sf = .76 < 1 (okay) Alloooble I 56,250sf 35,625sf 65,625sf

2nd Floor: B

Actual I 32,615sf = .58 < 1 (okay) Alloooble I 56,250sf

B I A-3 in this application are considered non-separated per 508.2.1 Area Limitations A-3 (2,831) < 10% of Total 1st Floor (42,359 NSF) (okay)

I ***SAFETY PAYS***

5

e. Height Limitations: IBC: Table 503 and Section 504.2

I 6 l 2 Stories allov.ed (Worst Case.· A-4 & S-1) · 2 Story provided Maximum Height Allov.ed = 75' (55'+ 20' Sprinkled) Actual height= 36'-0" per building height definition in 508

7 I

f. Vertical Enclosures, Continuity & Protection : Stair enclosures shall have 1-Hr enclosures for buildings for 3 or fev.er stories. IBC: Section 708 Elevator & other shafts require 1-Hr fire separation v.here connecting 3 or fe~ter stories. NFPA 101 : 7.2.2, 8.6 Mechanical shaft requires 1-Hr fire barrier v.hen connecting 3 or fev.er stories. NFPA 90A: 4.3.1.2, 5.3.4 NFPA 101 38.3, 7.1.3.2.1, 7.2.2, 38.2.2.3, 8.6)

g. Opening Protectives & Thru-Penetrations

NFPA 101 : 8.3 thru 8.6 NFPA 80 & 90A

h. Horizontal Assemblies: IBC: Section 712

i. Fire Resistive Requirements: IBC: Table 601 and Section 602

j. Enclosure Protection: NFPA 101 : 38 NFPA 90

k. Fire Protection System: UFC 3-600-01: Chapters 4 & 6

UFC 3-600-01: Appendix B

UFC 3-600-01: Table 4-1 , except as modified in Chapter 6 for specific facility types

UFC 3-600-01: Chapter 4 NFPA 13

I. Available Water Supply Testing UFC 3-600-01: 4-1 .3 NFPA 291

m. Water Storage Tank Requirements UFC 3-600-01: Chapter 3

n. Backflow Preventer & Testing

NFPA 13: 8.16.4.6.1

o. Fire Pump(s) UFC 3-600-01: Chapter 3 NFPA 20

Vertical Shafts including stairooys and exits shall be protected. All pentrations passing through a smoke partition or 1-Hr rated ooll shall be protected by a system or material that is capable of limiting the transfer of smoke/fire. Firestop system or device shall be tested in accordance wth ASTM E 814.

NIA

Indicate requirements based on construction type: Primary Structural Frame - ( 0) hour rating Exterior Bearing Walls - ( 0) hour rating Interior Bearing Walls - ( 0) hour rating Exterior Nonbearing partitions - ( 0) hour rating Interior Nonbearing partitions - ( 0) hour rating Floor Construction & Secondary Members - ( 0) hour rating Roof Construction & Secondary Members - ( 0) hour rating

Mechanical Rm requires 1-Hror sprinklered: 1-Hr Rating provided for 1st Floor, Smoke Partition provided for 2nd Floor and Building Fully Sprinkled. Janitor Closet requires 1-Hr or sprinklered: None required, Sprinkled. Pump Room Fully Sprinkled requires 1-Hr rating: 1-Hr provided (see o. Fire Pumps) Lobby shall be treated as an exit enclosure. Doors shall be designed to minimize air leakage and shall be self-closing or shall be automatic-closing by actuation of a smoke detector wthin 10'-0" of door opening. Door assemblies shall be installed in accordance wth NFPA 105.

Complete automatic sprinkler protection must be provided in all new DOD facilities.

The entire building is Light Hazard except assembly, storage room, janitor closet, arms vault, kitchen, Entrance Facility, TR. TER rooms are Ordinary Hazard Group 1, and Unit storage, electrical, mechanical, fire pump rooms are Ordinary Hazard Group 2.

Light hazard occupancy wth a density of 0. 10 gpml sf and a design area of 3000sf, hose stream demand is 250, and the duration is 60 minutes. Ordinary hazard group 1 occupancy wth a density of 0. 15 gpml sf and a design area of 3000sf, hose stream demand is 500, and the duration is 60 minutes. Ordinary hazard group 2 occupancy wth a density of 0.20 gpml sf and a design area of 3000sf, hose stream demand is 500, and the duration is 60 minutes.

Coverage per sprinkler must be in accordance wth NFPA 13, not exceeding 225 sf for light hazard or 130 sf for ordinary hazard. Extended coverage heads are not permitted.

Fire hydrant flow test oos conducted on 212112012 resulted wth a static pressure of 55 psig, residual pressure of 35 psig wth a flow of 875 gpm. The test hydrant (#111) and flow hydrant (#11 0) v.ere located on C-Street.

Not required.

Means shall be provided do'Mlstream of all back flow prevention velves for flow testing at system demand.

Indoor fire pump rooms in non-high-rise buildings or in separate fire pump buildings shall be physically separated or protected by fire-rated construction in accordance wth Table 5.12.1.1.2. Pump Room/House Fully Sprinkled requires 1-Hr rating: 1-Hr provided.

***SUPPORT VALUE ENGINEERING- IT PAYS***

8 I 9

GENERAL NOTES

1. THIS DRAWING IS FOR REFERENCE ONLY, IT IS NOT PART OF THE CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON THE CONSTRUCTION DOCUMENTS.

US ARMY CORPS OF ENGINEERS

LOUISVILLE DISTRICT

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a. Classification of Occupancy: NFPA 101 : Ch 6

b. Occupant Load: NFPA 101 : 7.3.1.2 & Chapters 1242

c. Capacity of Means of Egress: NFPA 101 : 7.3.3 & Chapters 1242 38.2.3.2

d. Number of Exits: NFPA 101 : 7.4 & Chapters 12-42

e. Arrangement of Means of Egress NFPA 101 : 7.5 & Chapters 12-42

f. Travel Distance to Exits: NFPA 101 : 7.6 & Chapters 12-42

g. Illumination of Means of Egress: NFPA 101 : 7.8 & Chapter40.2.8

h. Emergency Lighting: NFPA 101 : 7.9 & Chapter40.2.8

i. Marking of Means of Egress: NFPA 101 : 7.10 & Chapter 40

j. Interior Finish Classification Limits: NFPA 101 : Table A .10.2.2

1 sf Floor: Business I Assembly I Storage 2nd Floor: Business Mixed Occupancy: The building shall comply with the most restrictive requirements of the occupancies.

B I S-1 No Seperation required. A-3 is considered an Aggregate Accessory Occupancy to B per IBC 508.2.1.

1st Floor: Actual floor area Business: 27,865 GSF I 100 GSF = 279 Actual floor area Assembly: 2,831 NSF I 15 NSF= 189 Total Floor Maximum Occupancy: 468

2nd Floor: Actual floor area Business: 32,615 GSF I 100 GSF = 327 Total Floor Maximum Occupancy: 327

Total Building Maximum Occupancy: 795

Building stair Capacity (STR-1, STR-2, & STR-3): Minimum stair 'v'idth required 44": STR-1 = 72" I STR-2 & STR-3 =53"

STR-1 72" I .3 = 240 persons per stair S TR-2 44" I . 3 = 176.66 - 177 persons per stair S TR-3 44" I . 3 = 176.66 - 177 persons per stair

Entry Door Width: STR-1 (72" I .2) = 360 persons I STR-2 & 3 (36" I .2) = 180 persons

Discharge Door Width· STR-1 (72" I .2) = 360 persons I STR-2 & 3 (36" I .2) = 180 persons Stair 'v'idth controls.· STR-1, STR-2 & STR-3 capacity at STR-1 (240) & STR-2 & STR-3 (177 person ea).

2nd floor: STR-1, STR-2, STR-3 seNe the 2nd Floor 240 + 176 +176 = 592 total capacity of 2nd Floor stairs. Second floor occupancy= 327 < 592 total capacity of 2nd Floor Stairs.

Minimum corridor wdth 44": STR-1 = 72" I STR-2 & STR-3 = 53" provided.

Total Egress Capacity of Building: Total Building Occupancy (795 persons) (0. 2) = 159" required egress wdlh. STR-1 (72'J + STR-2 (53'J + STR-3 (53'J = 178" > 159" therefore acceptable.

Egress wdlh required 178". Minimum door wdlh required 34". 11 doors of 36" clear are provided (11 )(36'J = 396" > 159" egress 'v'idth required.

Miniumum of 3 separate exits required per 7.5.1.2: 6 Provided.

First Floor: Dead-end corridors shall not exceed 50'-0" max for business: 28'-6" included. Common path of travel shall not exceed 100'-0" max for business: 61'-0" included. Travel distance between any point in a room and an exit shall not exceed 300'-0" for business: 215'-0"

Second Floor· Dead-end corridors shall not exceed 50'-0" max for business: 40'-0" included. Common path of travel shall not exceed 100'-0" max for business: 99'-10" included Travel distance between any point in a room and an exit shall not exceed 300'-0" for business: 224'-0"

Illumination of means of egress shall be continuous during the time that the conditions of occupancy require that the means of egress be available for use. Illumination values shall have a minimum of 0. 1 ft-candle (1 lux) and an average of not less than 1 fl-candle (10) lux, measured at the floor wth a uniformity of 40:1 or less.

Emergency lighting in accordance wth 7. 9 shall be provided.

Exits shall be marked by an approved sign readily visible from any direction of exit access.

Business: Interior finishes for exits (stairways) shall be class A or B. Interior finishes for exit access (vestibules) and corridors shall be class A or B. Interior finishes for non-exit (other spaces) areas shall be either class A, B, or C.

Assembly: Interior finishes for exits shall be class A or B. Interior finishes for exit access (vestibules) and corridors shall be class A or B. Interior finishes for non-exit (other spaces) areas shall be either class A or B.

Storage: Interior finishes for exits (stairways) shall be class A or B. Interior finishes for exit access (vestibules) and corridors shall be class A, B, or C.

Interior finishes for non-exit (other spaces) areas shall be either class A, B, or C.

I ***SAFETY PAYS***

5

k. Detection, Alarm, & Communications: UFC 3-600-01 , Section 5 & 6 NFPA 101 : 9.6 & Chapters 1242

I. Portable Fire Extinguishers: NFPA 101 : 9.7.4.1 NFPA 10: Table 5.2.1

m. Corridors: NFPA 101 : Chapter 38

n. Fire Dampers: NFPA 90A: 5.4.1 , 5.4.2, 5.3.1

o. Smoke Dampers: IBC: Section 716 NFPA 90A: 4.3.10.2, 5.3.5.1

p. Duct Smoke Detectors NFPA 90A: 6.4.2.1

q. Elevators UFC 3-600-01 : 6-30 IBC Chapter 30 ASME A17.1 NFPA 13

r . Roof Access: UFC 3-600-01 : 2-9

I 6 I 7

Fire Alarm system is required since occupant load above/below 1st floor is over 50.

Actuation of the protective signaling and control system shall occur by: a) Manual Fire Alarm Initiation. b) Automatic Sprinkler System. c) Automatic detection other than sleeping room smoke detectors.

I

d) Upon actuation of the FAI MN system, a notification is sent to the Highv.ood Fire Department.

Portable fire extingishers shall be provided at a maximum 75'-0" travel distnace. Extingishers shall be classification A,B, and C.

Corridor requires 1 Hr or sprinklered. Building Fully Sprinkled

Fire dampers shall be dynamic type, rated for 3, 000 fil m in or greater

Fire rated dampers shall be installed in ducts passing through partitions or INBIIs having a fire resistance rating of 2 hours or greater

Fire dampers shall be installed in air transfer openings in fire resistance rated partitions.

Fire dampers shall be installed in ducts passing through floors except Vvhere the floor penetration is 'v'ilhin a fire rated shaft.

Smoke dampers are not required since all the air handling units do not exceed 15000 cfm.

Duct smoke detectors installed do1M1slream of the air filters and ahead of any branch connections in air supply systems having a capacity greater than 2, 000 cfm.

A Gearless Machine-Room-Less Eleva/tor is provided wth 1-Hr rated shafiiNBIIs, sprinklers, smoke detectors, and low sw tches. A 1-Hr access door necessary to seNice is provided on the 2nd Floor in RM 202. The design, construction, installation, and operation of an elevator(s) shall follow the requirements of IBC, Chapter 30. The elevator is not considered an egress component. Provide required sprinkler protection and shutdo\M'1/safety equipment per UFC 3-600-01, NFPA 13, AMSE A 17.1 & NFPA 72. Hoistway vent and elevator lobby not required for shaft penetrating not more than 3 stories.

Roof access hatch not required for buildings IVIO stories or less.

Access 'v'ill be provide for seNice of equipment through Kitchen, 48"x48" Scuttle.

s. Hazardous Locations in Commercial Garage! NIA NFPA 70: NEG Articles 500 & 511

t. Fire Dept Vehicle Access UFC 3-600-01 : 2-10 NFPA 1: 3.5

u. Fire Hydrant Installation

UFC 3-600-01 : 3-7.3

v . Kitchen Cooking Exhaust Equipment NFPA 101 : 9.2.3, Chapters 12-42 NFPA 96 NFPA 17A and Errata

13. MASS NOTIFICATION: UFC 4-021-01

14. ACCESSIBILITY REQUIREMENTS: ABA Chapters 1-10

All "Aeather ground access provided 'v'ilh 30 fl. via hardstand, fire lane and public street on IVIO sides of all buildings. Removable bollards are provided at the A TFP setback to the sideiNBik points. Minimum 20' unobstructed wdth; 20' provided All fire access roads must be wthin 450ft. of a sprinkled building. 90' longest actual. Fire lanes over 150' require turnaround one provided via hardstand. All "Aealher ground access provided 'v'ilh 30 fl. via hardstand, fire lane and public street on IVIO sides of

Hydrant must be installed adjacent to paved areas, accessible to fire department apparatus. All parts of the building exterior must be wthin 350ft of a hydrant and Fire Department connections must be wthin 150ft of a hydrant wth consideration given to accessibility and obstructions.

Kitchen exhaust hoods shall be protected by a wet chemical fire extinguishing system.

Standard for Wet Chemical Extinguishing Systems

While/clear strobes marked "FIRE" wll be installed for FA , and amber strobes marked "ALERT" 'v'ill be installed for MN.

Facility shall be completely accessible in accordance wth ABA. Fire alarm annunciators shall be in accordance wth ABA.

8 I 9

GENERAL NOTES

1. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON THE CONSTRUCTION DOCUMENTS.

US ARMY CORPS OF ENGINEERS

LOUISVILLE DISTRICT

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***SUPPORT VALUE ENGINEERING- IT PAYS***

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FIRE PROTECTION I LIFE SAFETY 1ST FLOOR PLAN 1116" = 1 '-0"

353449_ TRNG_X-1 01xxx.dgn

05-MAR-2013

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***SUPPORT VALUE ENGINEERING- IT PAYS***

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GENERAL NOTES

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2.

THIS DRAWING IS FOR REFERENCE ONLY, IT IS NOT PART OF THE CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON THE CONSTRUCTION DOCUMENTS.

SEE FIRE PROTECTION NOTES, SHEETS FX101- FX102, FX501 - FX503, & FX601.

TRAVEL DISTANCE LEGEND

CD MAX. DEAD END FOR BUSINESS= 28'-6", (CORRIDOR 102). 50'-0" ALLOWABLE, SEE TRNG, X-001 & X-002.

® MAX COMMON PATH OF TRAVEL FOR BUSINESS= 61'-0" (TRAINING ROOM #3). 100'-0" ALLOWABLE, SEE TRNG, X-001 & X-002.

@ MAX TRAVEL DISTANCE FROM ANY POINT TO AN EXIT FOR BUSINESS= 215'-0" (TRAINING ROOM #3), 300' ALLOWABLE, SEE TRNG, X-001 & X-002.

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CEILING OR WALL MOUNTED EXIT SIGNS WITH ARROWS AS INDICATED (SHADING INDICATES ILLUMINATED FACE(S) OF SIGN)

EMERGENCY 2'x4' FLUORESCENT FIXTURE

EMERGENCY 2'x2' FLUORESCENT FIXTURE

EMERGENCY STRIP FLUORESCENT FIXTURE

EMERGENCY RECESSED COMPACT FLUORESCENT FIXTURE

LOCAL OPERATING CONSOLE

CEILING MOUNT SPEAKER I FA STROBE

CEILING MOUNT SPEAKER

CEILING MOUNT MASS NOTIFICATION STROBE

WALL MOUNT FIRE ALARM SPEAKER I STROBE

WALL MOUNT MASS NOTIFICATION STROBE

WALL MOUNT MASS NOTIFICATION SPEAKER

FIRE ALARM MANUAL PULL SWITCH

SMOKE DETECTOR

KNOX-BOX

DUCT SMOKE DETECTORS

LIGHT HAZARD OCCUPANCY

ORDINARY HAZARD GROUP 1 OCCUPANCY

ORDINARY HAZARD GROUP 2 OCCUPANCY

TRAVEL DISTANCE

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LOUISVILLE DISTRICT

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353449_ TRNG_X-1 02xxx.dgn

05-MAR-2013

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*** SAFETY PAYS 5

UNIT COMMON 135 CUBICLES

UEl UNftl~15ft31 135litllEDOEiiit

Olil 11838.15 Fe&! 500.00 Feet

***

***SUPPORT VALUE ENGINEERING- IT PAYS***

6 7 8

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EB 0 8' 16' 32'

9

GENERAL NOTES

1.

2.

THIS DRAWING IS FOR REFERENCE ONLY, IT IS NOT PART OF THE CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS LOCATED ON THE CONSTRUCTION DOCUMENTS.

SEE FIRE PROTECTION NOTES, SHEETS FX101- FX102, FX501 - FX503, & FX601.

TRAVEL DISTANCE LEGEND

CD DEAD FOR BUSINESS= 40'-0", (CORRIDOR 102). 50'-0" ALLOWABLE, SEE TRNG, X-001 & X-002.

@ COMMON PATH OF TRAVEL FOR BUSINESS= 99'-10" (330 MD BDE, S4 SUITE). 100'-0" ALLOWABLE, SEE TRNG, X-001 & X-002.

@ TRAVEL DISTANCE FROM ANY POINT TO AN EXIT FOR BUSINESS= 224'-0" (330 MD BDE, S4 SUITE), 300' ALLOWABLE, SEE TRNG, X-001 & X-002.

LEGEND

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ONE-HOUR FIRE RATED PARTITION

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & BRACKET

CEILING OR WALL MOUNTED EXIT SIGNS WITH ARROWS AS INDICATED (SHADING INDICATES ILLUMINATED FACE(S) OF SIGN)

EMERGENCY 2'x4' FLUORESCENT FIXTURE

EMERGENCY 2'x2' FLUORESCENT FIXTURE

EMERGENCY STRIP FLUORESCENT FIXTURE

EMERGENCY RECESSED COMPACT FLUORESCENT FIXTURE

LOCAL OPERATING CONSOLE

CEILING MOUNT SPEAKER I FA STROBE

CEILING MOUNT SPEAKER

CEILING MOUNT MASS NOTIFICATION STROBE

WALL MOUNT FIRE ALARM SPEAKER I STROBE

WALL MOUNT MASS NOTIFICATION STROBE

WALL MOUNT MASS NOTIFICATION SPEAKER

FIRE ALARM MANUAL PULL SWITCH

SMOKE DETECTOR

KNOX-BOX

DUCT SMOKE DETECTORS

LIGHT HAZARD OCCUPANCY

ORDINARY HAZARD GROUP 1 OCCUPANCY

ORDINARY HAZARD GROUP 2 OCCUPANCY

TRAVEL DISTANCE

US ARMY CORPS OF ENGINEERS

LOUISVILLE DISTRICT

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SHEET REF NUMBER: >-Cl

TRNG <t: w

X-102 ~ I

Ill SHEET 494 OF 616 Ill

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