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GARAGE <br />oil <br />TYPICAL SECTION AT GARAGE DOOR <br />112• =v -B" <br />TYPICAL COMMON WALL SECTION <br />1 a I 112-1A). <br />©Cn J 1111, 1 <br />GE <br />TYPICAL SECTION AT GARAGE <br />112.=1. -0° <br />10W,0A0 <br />E <br />TYPICAL SECTION AT GARAGE TO HOUSE <br />10' =I -0" <br />�ll"iAN. 1 o <br />PIP Boa, ,w.mo, E. <br />TV <br />1HXT o <br />—1 111AT <br />H 111N1 11- <br />IEI 111— <br />IIF <br />TYPICAL WALL SECTION L� <br />V/ 112._1 -0. <br />FULLY VENTED SOFFIT PANELS <br />1 <br />5'.12 <br />512 <br />FULLYVENTED <br />'.i �SOFFI PANELS <br />8'12 8:12 8:12 8'12 <br />ROOF PLAN <br />1181_1�_0�� <br />Source: GA-600 -2006, 18th Etltlition, Fire Resistance Design Manual <br />GA File No. T3605, Generic 1 hourfire wall wl3010 34 STC <br />ONE LAYER 58" PIPE -X PLAIN OR PREDECORATED GYPSUM PALLBOARD, VIATER- RESISTANT GYPSUM <br />mcrING BOARD. OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF <br />SKA VIOGD STUDS 1Y O.D. VIITH 6d COATED WAILS .1718 LONG. 0.0915 SHANK 1.4 " HEADS ,]" <br />O.C. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED OALLBOARD AIAY BE LEFT E%POSEB. <br />JOINTS STAGGERED 16 ON OPPOSINE SIDES. (LOAD BEARING) <br />FIRE TEST. UL R1319-08, 81I�62', <br />UL R271 12 FE1W. <br />ULR359152. 1A2MG <br />ULDas(gn U305, <br />ULC- gnx'301 <br />SOUND TEST. OR 6482-4-64 <br />Source: GA-600 -2009, 19th Etltlition, Fire Resistance Design Manual <br />GA File No. IMP3640, Generic 1 hourfire wall <br />ONE LAYER SG TYPE -H GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT <br />ANGLESTO EART SIDE OF EITHER 2,3 OR 214WOOD STUDS. TURNEDFLATI,IISE, 24 O.C.1V[ Stl <br />CEMENT- COATEDNAILS,1 -]18 " LONG , 0.0915 " SHANK ,V HEADS,] "O.C.Ti <br />THICKNESS: 2mS8" <br />APPROX. HEIGHT' ]PST <br />FIRE TEST: UL, 9-12 -96. <br />UL Design 0338 <br />