Section 675IAC15-2-10. Wind, roof, and snow loads

Latest version.

   (a) Wind Loads. Mobile structures shall be designed for the following wind loads:

Horizontal  15 lb/sq. ft.

Vertical Upward  9 lb/sq. ft.

Vertical Downward (See Roof Loads, (b) below)

  (b) Roof Loads. Flat, curved and pitched roofs shall be designed to resist the following live loads, applied downward on the horizontal projection:

North Zone  30 lb/sq. ft.

Middle Zone  20 lb/sq. ft.

  (c) Required Snow Load

(Fire Prevention and Building Safety Commission; 675 IAC 15-2-10; filed Mar 25, 1986, 1:44 pm: 9 IR 1982, eff Jun 15, 1986; readopted filed Nov 29, 2001, 12:21 p.m.: 25 IR 1306; readopted filed Sep 21, 2007, 9:20 a.m.: 20071010-IR-675070388RFA; readopted filed Oct 10, 2007, 9:16 a.m: 20071031-IR-675070388RFA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)

                    
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