Section 675 IAC 15-2-10 - Wind, roof, and snow loadsAuthority: IC 22-13-2-13
Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15
Sec. 10.
(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. |
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- 675110254RFAReadopted filed 3/10/2017, 9:37 a.m.: 20170405-IR-675170005RFAReadopted filed 5/11/2023, 2:22 p.m.: 20230607-IR-675230104RFA