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ALLOWABLE AREA: OCCUPANCY: III-A (religious use w/ accessory <br />classrooms) <br />AREA: 14,OOOsf per FLOOR <br />STORIES: 3 <br />SEPARATION DISTANCE 30'-0" <br />BUILDING AREA: (actual� <br />HEIGHT OF BUILDING <br />AREAINCREASE <br />If = (F/P- 0.25) x W/30 <br />(586/828 — 0.25) x 30/30 <br />If = .4577 <br />Aa = 14000 +(14000 x.457) +( 1400C� x 200%) <br />14000 + 6408.21 + 28000 <br />Aa = 48,408.211sf PER FLOOR <br />TWO-STORY <br />EXISTING +l- 35'-0" <br />TYPE III-A CONSTRUCTION TABLE 601 <br />Structural frame <br />Bearing Walls <br />Non-Bearing Walls & Partitions Interior <br />Floor Construction Including Beams & joist <br />Roof Construction Inciuding supporting beams & joist <br />35,610 sf MAIN (first) <br />5.554 sf UPPER second <br />41,164 sf total <br />1hr <br />Exterior 2 hours & Interior 1 hour <br />0 hour fire rating <br />1 hour <br />1 hour <br />EXIT ACCESS TRAVEL DISTANCE - TABLE 1016 1 <br />OCCUPANCY A- WITH SPRINKLER = 250'-0" exit length <br />CORRIDOR CONSTRUCTION <br />-' �� -.��-�+w�/1na+G 1�F1111\V � INCLC lU�l/ '1 <br />OCCUPANCY A <br />OCCUPANT LOAD SERVED BY CORRIDOR <br />OCCUPANT LEVEL GREATER THAN 30 <br />REQUIRED FIRE RESISTANT RA i ING W/ SPRINKLER SYSTEM 0 HOUR FIF:E RATING <br />NUMBER OF EXITS FOR OCCUPANT LOAD - TABLE 1019.1 (per floor) <br />Occupant load Exits <br />1-500 2 Exits <br />501-1000 3 Exits <br />more than 1000 4 Exits <br />2/24/2009 <br />