HomeMy WebLinkAboutG-002 - LIFE SAFETY PLANS AND CODE SUMMARY3S 3S3S
2 22
1 11
CO2 H
S M
S
2 2 2
222 2 2 2 2 2 2 2222 2 2 2 2 2 2 2
2 22
2 22
3 3 3 3 3 3 3 3 3
2 2222 2 22 22 2 2
2 2333 3 3 3
3 3
333 3 3 3 32 22 2
2 2
3 3 3
2 22 2 2
3 333 33 3 3333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
3 333333333
2 22
2 22 222 2 2 2 2
3 333333 333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
3 333333333333333333
3 3333333333
3 3333333333333333333333333333333333333333
222 2 2 2 2
S
S
2 2 2 3 333333
2 22 222 2 2 2 2 2 2 2222 2 2 2 2 2 2 2
2 22 333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
3 3333333333333333333333333333333333333333333
333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
3 333333333333
333 3 3 3 3222 2 2 2 2
2 22
2 22 222 2 2 2 2
3 3333333333333333
3 3333333333 3 33 3 3
3 3333333333
333 3 3 3 3222 2 2 2 2222 2 2 2 2
M
333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
2 2
333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
33333333333333333333333333333333333333333
2 22 2 2222 2 2 2 2
2 22
2 22 222 2 2 2 23 33 3 3
3 3333333333
2 22 2 22 22 2 222222222222222 2 2
3 3333333333
3 3 3 3 3 3 3 3 3 3 2 22 222 2 2 2
2 2222
2 2
222M
333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
2 2
333 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
33333333333333333333333333333333333333333
2 22 2 2222 2 2 2 2
2 2 2
2 22 222 2 2 2 2
3 3333333333
2 22 2 22 22 2 222222222222222 2 2
2 2 2 222 2 2 2
2 2222
2 2 2222 2 2
2 22 222 2 2 2 2 2 2 2222 2 2 2 2 2 2 2
2 22
2 2 2 2 22 2 2
2 2
2 22 2 2222 2 2 2 2
2 22
2 2 2 222 2 2 2 22 22 2 2
2 2222222222
2 22 2 22 22 2 2
222 222 22222
2 2
EXIT POPULATION
EXIT CAPACITY [POPULATION]
EXIT DIRECTION ARROW
45
120
ROOM NAME, AREA &
OCCUPANT CAPACITY
FIRE RATED WALL
SMOKE BARRIER
RATING REQUIRED..30-MIN, 1-HR,
2-HR, ETC.
FIRE SEPARATION AND OTHER
ANNOTATION SO NOTED
FIRE BA....
RATING IF REQUIRED..1-HR, 2-HR, ETC.
FIRE RATED WALL
PATTERN INDICATES CODE REQUIRED
SEPARATION AS NOTED
PATH OF TRAVEL
FIRE RATED CEILING. RATING AS
NOTED...1-HR, 2-HR, ETC.1-HR
RM NAME
20
150 SF
APPLICABLE CODES
The following Codes will be applicable to the project and form the basis of the design analysis;
• 2014 Indiana Building Code, (IBC)
• 2014 Indiana Fire Code, (IFC)
• 2014 Indiana Mechanical Code (IMC)
• NFPA 10, Standard for Portable Fire Extinguishers, 2010 edition.
• NFPA 13, Standard for the Installation of Sprinkler Systems, 2010 edition.
• NFPA 14, Standard for the Installation of Standpipe and Hose System, 2010 edition.
• NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2013 edition.
• NFPA 72, National Fire Alarm Code, 2010 edition.
• 2008 Indiana Electrical Code.
This analysis should not be construed to be a comprehensive review of structural, mechanical, electrical, plumbing,
accessibility or elevator code provisions (other than those fire protection and life safety items noted herein).
1. GENERAL BUILDING CRITERIA
A. OCCUPANCY CLASSIFICATION
The parking garage is classified by IBC as low-hazard storage facilities, a Group S-2 Occupancy.
The parking garage is considered an open, ramp type parking structure openings shall comply with the following:
1. Enclosed Parking Structure: A parking structure that meets the requirements the 2014 IBC , section 406.6
2. This parking garage is classified as a Ramp Type Parking Structure: A parking Structure that utilizes sloped
ramps for vertical vehicle circulation.
B. CONSTRUCTION CLASSIFICATION
The parking garage is to be constructed in accordance with the provisions of Table 503. Construction type shall be Type IB
The Parking Garage has seven stories plus an occupied roof.
Primary structural elements of. Primary structural elements of Type II(111) buildings will be 1-hour rated. Primary structural
elements supporting a roof only will be 1-hour rated, and all floor construction will have a fire resistance rating of 1-hours.
Primary structural members are considered to be bearing walls, columns, and the girders, beams, trusses and spandrels
having direct connections to columns and bracing members designed to carry gravity loads. The members of floor or roof
panels which have no connection to the columns and do not carry a gravity load are considered secondary members and are
not part of the structural frame of a building.
C. FIRE RESISTANCE RATED SEPARATION
Mechanical equipment and general storage rooms incidental to the use of the building are not required to be separated by an
occupancy separation.
Special hazard rooms such as furnace/boiler rooms and electrical switchgear rooms shall be separated per NFPA 70 and
potentially IBC Table 508.4.
Fire barriers will extend from the top of the floor below to the underside of the floor or roof deck above. The openings and
penetrations in required exit enclosures will be protected with self-closing or automatic-closing opening protectives. Openings
in fire resistance rated walls will be protected in accordance with the following:
Piping, conduit, and wire penetrations of fire rated construction will be protected by materials or systems of the same hourly
rating listed by Underwriters Laboratories (UL), Factory Mutual (FM), or a National Recognized Testing Laboratory (NRTL).
Duct, air transfer openings, and other penetrations through floors, shaft enclosures and other fire rated construction will be
protected in accordance with the IBC.
D. BUILDING PLACEMENT
For parking garages, building separation and requirements for rated exterior walls and openings shall comply with the
requirements of Section 705. This code requires the exterior walls of buildings to be protected from one another based on the
fire separation distance between buildings, or to a lot line. Fire separation distance is defined as the distance measured from
the face of a building to one of the following three points:
1. The closest interior lot line;
2. To the centerline of a street, an alley or public way, or;
3. To an imaginary line between two buildings on the property.
E. INTERIOR FINISH
Per the IBC Section 406.2.5 all floor surfaces shall be of concrete or other similar non-combustible and non-absorbent
materials. Floor Finish shall not be less than Class II
F. EGRESS LIGHTING AND EXIT SIGNAGE
Emergency egress lighting will be provided throughout the common portions of the means of egress in accordance with
section 1006.
These areas include drive lanes, corridors, and exit access spaces within areas requiring two (2) or more means of egress, the
lobby/entrance areas, exit stairs, and the exit discharge areas (including exterior locations until the public way).
Each required exit will be identified with an exit sign, including exit access, and within areas requiring multiple exits in
accordance with Section 1007. Directional exit signs will also be provided to direct occupants toward the closest exit so that
no occupant is more than 100 feet from an exit sign.
The egress lighting and exit signs will be provided with a secondary source of power in the event that the primary power
source is disrupted. The secondary power source will consist of either internal batteries or a connection to an emergency
power system.
G. MEANS OF EGRESS
Means of egress shall be in compliance with Chapter 10 of the IBC. Egress requirements are based upon a sprinklered
building. Exits must be so located on each story such that the maximum length of exit access travel, measured from the most
remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit
discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an
exterior exit ramp, may not exceed the distances allowed by the Code. Egress requirements are outlined below.
1. Maximum travel distance: open parking garage –400 feet (Table 1016.2)
2. Common Path of Travel: 100 feet ( Table 1014.3)
3. Number of exits: At least two exits shall be provided from every floor/tier. In certain conditions ramps may be
substituted for an egress stair.
4. Egress Width Factor: a minimum egress width of 0.2 in per occupant for doors, ramps, and corridors and a
minimum egress width of 0.3 in per occupant for stairs.
5. Occupant Load factor: IBC Table 1004.1.2 requires an occupant load factor of 200 for parking garages.
6. Remoteness of exits: Where two or more exits or exit access doorways are required from any portion of the exit
access, at least two of the exit doors or exit access doorways must be placed a distance apart equal to not less
than one-third of the length of the maximum overall diagonal dimension of the building or area to be served
measured in a straight line between exit doors or exit access doorways.
7. Stairs Design (1009)
Maximum Riser Height: 7 inches
Minimum Tread Length: 11 inches
Minimum Stair Width: 44 inches
Guard: 42 inches (Required where elevation change exceeds 30 inches. Design shall prevent the passage
of a 4 inch Sphere.)
Handrail: 34-38 inches (1012.2)
Minimum Clearance: 6 feet 8 inches (Measured vertically from nose of tread.)
8. Egress Ramp Design:
Maximum Slope: 1/12
Guard: 42 inches (Required where elevation change exceeds 30 inches. Design shall prevent the passage
of a 4 inch Sphere.)
4 inch curbs required for drop off edge of ramp
Handrail: 30-38 inches (required for ramps with more than a 6 inch rise.
9. Areas Of Refuge: Not required in sprinklered buildings
H. EMERGENCY ELEVATOR OPERATION
Elevator will have a Smoke detector, located in its respective lobby, on each floor level where the lobby is enclosed. A heat
detector is permitted where the lobby is open to the environment. Upon activation of a lobby heat detector or machine room
smoke detector, the elevators served by that lobby or machine room will be recalled to the main level of the building. In the
event that the alarm is on this designated level, the elevators will be recalled to an alternate level.
After returning to the appropriate level, the elevators will stop, the doors will open, and the elevators will be rendered
inoperable without the use of the fireman's key or until such time that they are manually reset to the normal operating mode.
This mode of operation is provided for fire department use to allow for access to all levels served by the elevators.
I. AUTOMATIC SPRINKLER SYSTEM
Required in enclosed parking garages (406.6.3). Sprinkler Design shall be per NFPA 13.
J. STANDPIPES
Class I Standpipes are required in parking garages not exceeding 30 feet in height. This building exceeds 30 feet in height.
Standpipes will be provided section 905.4 and NFPA 14
Standpipes will be located within each stair at the intermediate landings between floors, at the highest floor landing of the stair
with access to grade. Additionally, supplemental standpipe outlets will be provided where travel distance from the exit
stairways exceeds the reach of 200 feet at locations approved by the local fire department.
K. PORTABLE FIRE EXTINGUISHERS
Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance
with NFPA 10, 2016 edition.
L. FIRE ALARM SYSTEM
Not required in S-2 parking garages
M. MECHANICAL EXHAUST SYSTEM
A ventilation system sham be provided in accordance with section 404 of the Indiana Mechanical Code. (406.6.2)
Mechanical ventilation systems for enclosed parking garages shall be permitted to operate intermittently in accordance with
Item 1, Item 2 or both.
1. The system shall be arranged to operate automatically upon detection of vehicle operation or the presence of occupants by
approved automatic detection devices.
2. The system shall be arranged to operate automatically by means of carbon monoxide detectors applied in conjunction with
nitrogen dioxide detectors. Such detectors shall be installed in accordance with their manufacturers’ recommendations.
Automatic operation of the system shall not reduce the ventilation airflow rate below 0.05 cfm per square foot of the floor area
and the system shall be capable of producing a ventilation airflow rate of 0.75 cfm per square foot of floor area.
Connecting offices, waiting rooms, ticket booths and similar uses that are accessory to a public garage shall be maintained at
a positive pressure and shall be provided with ventilation in accordance with Section 403.3.
INCOMING
SERVICES
CORRIDOR
STORAGE
MDF SUPPORT
STAIR 3
STAIR 1
ELEVATOR
LOBBY
TRASH ROOM
ELEV.
ENTER
EXIT
STAIR 2
7038 SF
M
118
1080 SF
S-2
4
28597 SF
S-2
143
6358 SF
R-2
32
11974 SF
M
200
4418 SF
S-2
15
SCREEN
WALL
ENTEREXIT2-HR RATED WALL
CONSTRUCTION
MECHANICAL SHAFT
ENCLOSURE, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
3-HR RATED WALL
CONSTRUCTION
BETWEEN M AND S-2
OCCUPANCIES
2-HR RATED WALL
CONSTRUCTION TRASH
ROOM, TYPICAL
3-HR RATED WALL
BETWEEN R-2 AND S-2 ,
TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
FE
FE
FE
FE
FE
FE
148'-4 3/8"200'-7"34571 SF
S-2
173
6243 SF
R-2
32
2-HR RATED WALL
CONSTRUCTION
MECHANICAL SHAFT
ENCLOSURE, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
3-HR RATED WALL
BETWEEN R-2 AND S-2 ,
TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
STAIR 3
L2 LOBBY
STAIR 1
STAIR 2
FE
FE
FE
FE
FE
FE
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
3 HR RATED
FLOOR/CEILING
ASSEMBLY
3 HR RATED
FLOOR/CEILING
ASSEMBLY
A. REFER TO SHEET THIS SHEET FOR CODE SUMMARY.
B. REFER TO DOOR SCHEDULE FOR REQUIRED DOOR RATING.
C. REFER TO INTERIOR PARTITION TYPES AND FLOOR PLAN
FOR ADDITIONAL PARTITION REQUIREMENTS INCLUDING
WALL HEIGHT, UL DESIGN, AND FIRE RATING.
D. REFER TO SITE PLAN FOR BUILDING ADJACENCIES AND
PROPERTY LINES.
E. REQUIREMENTS.
F. REFER TO FLOOR PLANS FOR FIRE EXTINGUISHER
LOCATIONS.
38838 SF
S-2
194
14900 SF
R-2
75
5090 SF
R-2
26
STAIR 3
STAIR 1
2-HR RATED WALL
CONSTRUCTION
MECHANICAL SHAFT
ENCLOSURE, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
3-HR RATED WALL
BETWEEN R-2 AND S-2 ,
TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
BRIDGE TO
HEADQUARTER
BUILDING
FE
FE
FE
FE
FE
FE
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
2-HR RATED WALL
CONSTRUCTION
MECHANICAL SHAFT
ENCLOSURE, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
3-HR RATED WALL
BETWEEN R-2 AND S-2,
TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
38858 SF
S-2
195
20467 SF
R-2
103
STAIR 3
STAIR 1
ELEVATOR
LOBBY
FE
FE
FE
FE
FE
FE
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
39206 SF
Area
197
2-HR RATED WALL
CONSTRUCTION
MECHANICAL SHAFT
ENCLOSURE, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
2-HR RATED WALL
CONSTRUCTION STAIR
AND ELEVATOR
ENCLOSURES, TYPICAL
FE
FE
FE
FE
FE
FE44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
44" STAIR
CAPACITY = 146
SHEET TITLE
SHEET NUMBER
Kite Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect / Landscape Architect
McComas/O'donnell & Naccarato
Structural Engineer
Mechanical / Electrical/ Plumbing Engineer
Civil Engineer
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
CIRCLE DESIGN GROUP
9229 Delegates Row #150
Indianapolis, Indiana 46240
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
PROJECT NO.
SHEET ISSUE
NOT FOR CONSTRUCTION
SEAL | DATE
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
7/11/2022 12:52:12 PMG-002
LIFE SAFETY PLANS
AND CODE
SUMMARY
22015.000
REPUBLIC
PARKING
GARAGE
12195 N. Meridian
Street
Carmel, Indiana
46032LIFE SAFETY PLAN LEGEND
CODE SUMMARY
1/32" = 1'-0"G-002
A4 FIRST LEVEL LIFE SAFETY PLAN
1/32" = 1'-0"G-002
D4 SECOND LEVEL LIFE SAFETY PLAN
GENERAL LIFE SAFETY PLAN NOTES
1/32" = 1'-0"G-002
F4 THIRD LEVEL LIFE SAFETY PLAN
1/32" = 1'-0"G-002
A1 LIFE SAFETY- Levels 4-7
1/32" = 1'-0" G-002
D1 EIGHTH LEVEL LIFE SAFETY PLAN
1 SD PROGRESS SET 05/26/22
2 FOUNDATION PERMIT SET 07/09/22
07/09/22
ALL R-2 CONSTRUCTION IS
FUTURE PHASE AND SHOWN FOR
COORDINATION PURPOSES
ALL R-2 CONSTRUCTION IS
FUTURE PHASE AND SHOWN FOR
COORDINATION PURPOSES
ALL R-2 CONSTRUCTION IS
FUTURE PHASE AND SHOWN FOR
COORDINATION PURPOSES
ALL R-2 CONSTRUCTION IS
FUTURE PHASE AND SHOWN FOR
COORDINATION PURPOSES
ALL R-2 CONSTRUCTION IS
FUTURE PHASE AND SHOWN FOR
COORDINATION PURPOSES
08/09/22