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GARAGE HOUSE <br />GARAGE GARAGE r <br />Hill IF <br />r 5,12 <br />TYPICAL SECTION AT GARAGE DOOR <br />TYPICAL COMMON WALL SECTION <br />©CO T I A J <br />, [s <br />TEL11 I" <br />TYPICAL SECTION AT GARAGE <br />yr =r -o^ <br />TYPICAL SECTION AT GARAGE TO HOUSE <br />W2 I' -o" <br />PIP I'll P.n m.. 1.21 11 <br />In <br />IM H11:11111-1 <br />H11111D 1111111L P11111 <br />711 17 <br />-1 INIH."HIT- <br />TE —Ie H <br />IT <br />m ? II HT <br />L PL -1`0111L <br />�oourrr.TTr „IT�� <br />uawuH'TOn <br />1 � I TYPICAL WALL SECTION <br />U 112• -1' -0" <br />FULLY VENTED <br />'.i SOFFIT PANELS <br />8'12 6:12, 6:12 8'12 <br />h ROOF PLAN <br />1181 =1' -o" <br />Source: GA-600 -2006, 18th Etltlition, Fire Resistance Design Manual <br />GA File No. T3605, Generic 1 hour5're wall wl3010 34 STC <br />ONE LAYER 58" TIPE- %PLAIN OR PREDECORATED GYPSUM VIALLBOARD VIATER- RESISTANT GYPSUM <br />BACKING BOARD. OR GYPSUM VENEER BASE APPLIED PARALLEL DR AT RIGHT ANGLES TO EACH SIDE OF <br />NA-OR STUDS 1Y O.C. VIITH Btl COATED NAILS .1 SP LONG. 0.0915" SHANK. 1.4" HEADS, ]" <br />O. C. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATEO —LBOARD MAY BE LEFT E%POSED. <br />JOINTS STAGGERED 16 ON OPPOSITE SIDES. (LOAD BEARING) <br />FIRE TEST. ULR1319 .6,3 -52', <br />ULR271h89,1Q066'. <br />UL 8359159.315861 <br />uLD96R9uag5, <br />ULC Design 164 <br />SOUND TEST on 64-8,24-64 <br />Source: GA-600 -2009, 19th Etltlition, Fire Resistance Design Manual <br />GA File No. IMP3640, Generic 1 hour5're wall <br />ONELAYER.VB "TYPE -% GYPSUMeALLBOARDORGYPSUMVENEER BASE APPLIED PARALLEL OR AT RIGHT <br />ANGLES TO EADH SIDE OF EITHER 2,3 OR 2141VO0D STUDS. TURNED FLATITIISE, 24' Q,C, A6'ITH Nd <br />CEMENT - COATED NAILS, 1 -918" LONG, 8.0915" SHANK ,114° HEAD5, 9" m. Ti <br />THICKNESS: 2718" <br />APPRO%. REIGHT' ]PST <br />FIRE TEST: UL 9- 12-96. <br />UL Design 0336 <br />