3.
TABLE 1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS*:
OCCUPANCY OR USE
LIVE LOADS
kg/m2
(psf)
_________________________________________________________________
All Future Floors (Unless Otherwise Noted)
(100)
500
Administrative Services
(80)
400
Clinical and Support Services
(80)
400
Corridors
(100)
500
Files and Computer Rooms
(125)
600
Laundries
(200)**
1000
Loading Docks and Platforms
(250)
1200
Lobbies
(100)
500
Pharmacy and Retail
(100)
500
Research and Education
(100)
500
Footnotes:
*
Design Live Loads shall be noted on the drawings in general notes
and on plans to indicate specific areas designed for different
loads. Column design loads shall be noted in column schedules.
**
Areas occupied by special equipment, such as, Flat-Work Ironer,
Monorail, Washer Extractor, etc., shall be designed actual equipment
loads.
4. Design and Construction Procedures:
Use the current topics pertaining to structures.
5.
APPLICABLE STRUCTURAL MASTER SPECIFICATIONS INDEX:
DATE
TITLE
SECTION
01410
05-04/M
TESTING LABORATORY SERVICES
02050
11-05/M
DEMOLITION
02140
12-05/M
DEWATERING
02200
11-02/M
EARTHWORK
02202
04-05/M
FLOWABLE FILL
02360
05-02/M
FOUNDATION PILES
02362
05-02/M
AUGER-PLACED CONCRETE PILES
02370
11/02/M
FOUNDATION CAISSONS
03230
04-05/M
POST-TENSIONED TENDONS
03300
05-04/M
CAST-IN-PLACE CONCRETE
03301
05-04/M
CAST-IN-PLACE CONCRETE (Short Form)
03360
05-02/M
SHOTCRETE
03415
04-05/M
PRESTRESSED CONCRETE
05120
12-02/M
STRUCTURAL STEEL
05210
12-05/M
STEEL JOIST
05311
12-05/M
STEEL DECKING
05321
12-05/M
STEEL DECKING COMPOSITE
05400
05-04/M
COLD-FORMED METAL FRAMING
2
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