2300 KASCH PARK RD 2018-01-01 MF Import

of wood frame construction, p1Us 2 x 15,000 = 30,000 square feet of ordinary construc[ion plus 2 x 20,OG0 � 40,000 square fee[ (liml[ed to 35,100 square feet) of noncombustible conetruction. The f3re tlow will be 242 x B000 (wood frame) + 35X x 6750* (ordinary) + 41% x 5500+ (nonco�bustible) = 1920 + 2362 + 2255 = b537 gpm, or to the nearest 250 gpm, = 6500 gpm. *based upon 140,000 aquare feet. e. Given: A 2-story building of ordinary construction of 105,000 square feet (gzound area) co�unicates wi[h a 1-s[ory building of noncombustible canstruction of 8D,000 square fee[ (ground area) . hormally the required fire flow would be determined by proportioning as in "c" above. This would result in a required fite flow of i460 gpm, or 7500 gpm. Ho�ever, it is to be noted that the total azea of the 2-story building alone results in a fire FLON of 8,000 gpm and, of course, the logical answer wouid be 8,OOO. gpm. My time the total area resulte in the use of an upper limit for fire flow, the possibility of a portion of the fire area justifying the upper limit must be investigated. f. Given:. A normal 1-story building of ordinary conetruction of 210,000 square feet (ground area). The table gives a required fire flow of 8,000 gpm, however, since this is a normal 1-story building, the maximum fire flow is 6,000 gpm. g. Given: A normal 1-story building of ordinary construction of BO,OOC square feet communicBtes with a normal 1-story building of noncoabustible construc- tion of 85,006 square feet. Normally the required fire flow woulz be de- termined by proportioning ae in "c" above. This would result in a required fire flow of 6480 gpn� or 6500 gpm. However, since these are nor�al 1-story buildings the maKicium fire f1oW is 6,000 gpm. 'i � ' � -5-