4.
TABLE 1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS*:
OCCUPANCY OR USE
LIVE LOADS
100 kg/m2
(PSF)
__________________________________________________________________
Catwalks/Service Platforms
40
200
Machine Room
150**
750
Footnote:
*
Areas supporting heavy equipment shall be designed for the actual
operating weight of such equipment.
**
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 schedule.
5.
DESIGN AND CONSTRUCTION PROCEDURES:
Use current topics pertaining to structures, mechanical and electrical
Systems.
6.
APPLICABLE STRUCTURAL MASTER SPECIFICATIONS INDEX:
SECTION
DATE
TITLE
01410
05-04/M
TESTING LABORATORY SERVICES
02050
11-05/M
DEMOLITION
02140
12-05/M
DEWATERING
02200
11-02/M
EARTHWORK
02360
05-02/M
FOUNDATION PILES
02362
05-02/M
AUGER-PLACED CONCRETE PILES
02370
11-02/M
FOUNDATION CAISSONS
03300
05-04/M
CAST-IN-PLACE CONCRETE
03301
05-04/M
CAST-IN-PLACE CONCRETE (Short Form)
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
Note: `M' indicates that the specification section includes metric units (a
preferred measurement system).
------END------
2
Previous Page
