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STUCC( <br />as <br />ao <br />MENIENInn <br />Imigni <br />F"-'ONT ELE VA TION <br />REAR ELEVATION 114 -1' <br />RIGHT ELE VA TION 114 " _ 1 ' <br />LEFT ELEVATION 114" _ 1 ' <br />DI 00 <br />I i <br />KITCHEN ELEVATION #1 <br />\-SIDING <br />STONE <br />KITCHEN ELEVATION #2 MASTER BATH F_LEVATLON HALL BATH F_LEVATLON <br />CABINET ELEVATIONS 114 " =1 ' <br />ROOF sHFwT1MNc <br />PER GENERAL NOTTS <br />3&a0-00 <br />- <br />ATTACH TO TOP CHORD BACK NAL W/ (2) <br />W/ypON H2 5 (OR 12d COMMONS <br />ex-) <br />1-0o-OD 27 00 <br />2X4 IAOOER/OUMOOK R Y OR V <br />24' OVETONNG SPACE 24' BRACING SCISSOR TRUSS <br />O.C- it/1s' Ova*v MG NOT <br />SPACE 41P (LC. <br />SONG OR SFEATHM <br />(SEE GENERAL NOTES <br />FOR PANEL SIZE R <br />ATTACHENT) 14 RAT RUNS OR 2x4 BLOWNG <br />4r O.C- FOR FIRST FOUR FRAMM <br />U U <br />U <br />� <br />w <br />W <br />W <br />W <br />W <br />w <br />w <br />W <br />W <br />w W <br />W <br />W <br />U <br />U <br />U <br />ATTACH 2X4 DWPFItAM TO SPACES FROM EACH END ATTACH <br />GABLE T- SS VERTICAL TO EACH BOTTOM D OFO M*L (2) <br />c�o /(2�SOd 10d COMMON NALS <br />HALER <br />C.J1 <br />GJ1 <br />GABLE ETD TRUSS KNEE WALL <br />TRUSS SPACING PER WwW Tww •/ SMMPSON <br />TRIM MM SPECS (OR EOUAL) usm <br />opus (6) 10d MAILS (MN)0 W <br />BOLD BEAM W/ O-C' <br />(1) #5 RESAR <br />CATHEDRAL ® CABLE DETAIL <br />40 <br />o <br />C <br />c <br />C> <br />r <br />3 <br />3 <br />STRUCTURALLY <br />TO CSCALE US WALL <br />NOTC <br />co <br />5 <br />S <br />0 <br />0 <br />0 <br />9 11 <br />0 <br />9A07 <br />5 <br />AM <br />1'-4" <br />2 <br />1 � <br />2' 0" <br />02 <br />2 <br />N <br />02 <br />c <br />02 <br />COLUMN DETAIL <br />4 <br />C ELEVATION <br />tn <br />02 <br />VA <br />TED CLG <br />NOT TO SCALE <br />02 <br />c <br />O <br />0 <br />0 <br />O <br />co <br />2 <br />2 <br />4 <br />2 <br />0 <br />A01 <br />A01 <br />1 n <br />4 <br />A01 <br />A01 <br />- <br />A01 <br />AO <br />GE <br />13 <br />14 <br />0 <br />B01 <br />5A <br />o <br />C) <br />co <br />o <br />a <br />5 <br />c <br />0 <br />o <br />GJ3B1. <br />r <br />w w w w w w U U U <br />1A <br />o <br />c <br />y�>9 <br />3 <br />v <br />1 <br />I <br />Z3 U U w w w w U U U <br />19-04-00 <br />18-08-00 <br />38-00-00 <br />38-0D-00 <br />TRI 1.4.4 ANrHnRS <br />�P <br />G� <br />�N0 <br />10 <br />�P <br />PtiNONO��G00 `, <br />0 <br />TRUSS TO BILK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP <br />TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(8) tOd NAILS <br />® EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP A20 EACH <br />END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE <br />END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE <br />TRUSS LAYOUT C 1 /4" -1 ' <br />