HomeMy WebLinkAbout05050050.3EGRESS STAIR
OPEN STAIR TO FIRST
r,_'tife Safety Plan - Second
Scale: 1/16 " = V -0"
EGRESS STAIR
OPEN STAIR FROM SECOND
Life Safety Plan - First
1 Scale: 1/16 " = V -0"
Life Safety Plan - Attic File Storage
Scale: 1/16 " = 1' -0"
CODE SUMMARY
Project summary:
Abbreviated Summary: New construction of a two -story office building over a two
story partially recessed parking garage. Garage: reinforced concrete walls, concrete
slab on grade, precast concrete floor and roof slab; steel post and beam interior
structure. Offices: Steel structural frame; steel barjoists floor joists and roof rafters;
wood stud infill exterior wall panels; wood stud interior nonloadbearing walls;
composite steel - concrete floor deck; brick masonry veneer, insulated nailbase roof
decking over steel roof deck; dimensional shingle roofing, clad wood windows; gyp -
crete floor topping; fully sprinklered. 4 -stop hydraulic elevator; plumbing, heating,
cooling, ventilating, electrical, and signal systems. Sump pump system with generator
backup. Plaza: waterproofing membrane; plaza pavers on pedestals; railing; stone
paving; brick and limestone trim.
Applicable Codes:
BUILDING CODE: 2003 Indiana Building Code
Building height (highest roof)
FIRE CODE: 2003 Indiana Fire Code
Building height: (highest element)
PLUMBING CODE: 1999 Indiana Plumbing Code
Number of exits:
ELECTRICAL CODE: 2004 Indiana Electrical Code
Parking Spaces
MECHANICAL CODE: 2003 Indiana Mechanical Code
Handicapped Parking Spaces
ENERGY CODE: Indiana Energy Conservation Cod
Elevator Hoistways
ELEVATOR SAFETY CODE: 2002 Indiana Elevator Safety Code
Occupancy
Office Building: Group B office building.
Classifications:
Parking garage: Group S, division 2, Enclosed
Number of stair enclosures
Parking Garage
Construction Type:
Type VB Construction, based upon nonseparated uses and
Occupancy Data:
unlimited area
a. Office Occupant Load
[302.3.2, 503.1]
Allowable Area:
Unlimited
C. Office Occupant Load
Actual Areas: t
d. Parking Occupant Load (1.5)
1. Total Gross Building Floor Area: 76,844 sf
2. Total Gross Office Building Area: 24,540 sf
3. Total Gross Parking Area: 52,344 sf
4. Total Net Office Area: 18,345 sf
5. Total Net Parking Area: 42,133 sf
6. Total Net Storage Room (Attic): 1,218 sf
t: Areas and Volumes are calculated per AIA Document
D101 The Architectural Area and Volume of Buildings
Area is limited to Building No. 4 and parking areas
below Building 4, west plaza, and Building 5. Buildings
No. 3 and No. 5 are not included in these area
calculations or summary data
Allowable Height:
2 stories allowed [504.2]
3 Stories actual [502.11
Occupancy Separations:
Occupancy separations not required between B Occupancy
and accessory S2 uses.
[Table 302.3.3, footnote e]
Building Elements -
Building elements, including structural frame, floor and roof are
Fire - resistive
permitted to be of unprotected construction
Requirements
[Table 601]
Shaft enclosures are required to be 1 -hour rated where floors
have openings, except as permitted for utility penetrations
[707.2, exc. 3, 711.4.3]
Ducts connecting only 2 adjacent floors are permitted to have
the annular space filled with a noncombustible material
[715.6.3]
Incidental Use
Storage rooms over 100 sf and boiler rooms are not required to
Separations:
be separated with a fire -rated separation, based upon
automatic sprinkler protection - walls are required to terminate
at deck, with self - closing doors
[Table 302.1.1, Sec. 302.1.1 ]
Electrical Room
Electrical transformer room required to be separated with 1-
Separation:
hour construction if containing oil- insulated transformers over
75kVA, or dry-type transformers over 112.5kVA; and the
transformers are less than a Class 155 insulation system rating
[450.42, 450.21(b), Electrical Code]
Fire and Smoke
Fire dampers are required at duct penetrations of shafts
Dampers:
Smoke dampers are required in transfer grills in smoke
resistant walls.
[715.5]
Corridors:
Corridors are permitted to be of non -rated construction
throughout, based upon sprinkler protection
[Table 1004.3.2.1]
Elevator Lobbies:
Fire -rated elevator lobby vestibules are not required where
elevators adjoin corridors
[707.14.1, exc. 4]
Exit Travel Distance:
Exit access travel distance is permitted to be a maximum of
250 feet
[Table 1004.2.4]
Panic Hardware:
Required for doors in the means of egress serving any room
with an occupant load of 100 or more
[1003.3.1.9]
Exit Access Doors from
2 exit access doors are required from rooms or suites with an
Rooms:
occupant load of 50 or more or where the common path of
travel exceeds 75 feet
[1004.2.1 ]
Stair Enclosures:
4+ story Stair enclosures: 2 -hours
3 -story Stair enclosures:1 hour
Automatic Sprinklers:
Automatic sprinklers are required throughout based upon
Unlimited area
Elevator Hoistway and
The elevator hoistway and machine room will be separated with
Machine Room:
2 -hour construction in order to omit sprinklers from these
spaces
[903.3.1.1.1]
Standpipes:
Not required, since 2nd floor is less than 30 feet above the
lowest level of fire department vehicle access
[905.3.1 ]
Fire Alarm System:
Fire alarm system required
[907.2.]
Smoke Detectors:
Smoke detectors are required for elevator recall, and for HVAC
shutdown for systems delivering in excess of 2,000 cfm
[3003.2], [606.1,IMC]
Other Related Information:
1.
Building height (highest roof)
2.
Building height: (highest element)
3.
Number of exits:
4.
Parking Spaces
5.
Handicapped Parking Spaces
6.
Elevator Hoistways
7.
Elevator Assemblies
8.
Elevator Type
9.
Number of stair enclosures
10.
Interior Finishes:
11.
Occupancy Data:
a. Office Occupant Load
b. Parking Occupant Load
C. Office Occupant Load
d. Parking Occupant Load (1.5)
53'-9"
62'-4"
11 direct exits
121 total spaces
4 accessible spaces
2 hoistways
1 car; 4 stops each
2500 capacity, hydraulic
2 enclosures 2 -hour rated
Class A f inishes for shell
246 persons allowable
384 persons allowable
90 persons actual
182 persons actual
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
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33126
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Developer:
P E D C 0 R
DEVELOPMENT CO.
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Issue Date Drawn By Checked By
02/28/2005
Revisions:
3/1/05 Print Date
Project Number:
0401.00
Sheet Title:
Life Safety Sheet
Sheet Number:
'1 "�O l