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2x4 RAT RUNS OR <br />2X4 BLOCKING 4'-0" <br />O.C. FOR FIRST FOUR <br />FRAMING SPACES <br />FROM EACH END <br />STRAP TRUSS W/ 2-i6d <br />SIMPSON HETA20 (OR <br />EQUAL) USING (6) <br />10d NAILS (MIN) 6 <br />48" O.C. 1 <br />f 2X6 PLATE----' <br />CONTINUOUS 14' <br />LENGTHS MINIMUM <br />CONNECTED TO <br />CMU WALL W/1/2" <br />2-16d X 8" ANCHOR BOLT <br />O 32" O.C. <br />BOND BEAM 5d COOLER NAILS OR <br />GWB54 ® 7" O.C. <br />CABLE END TRUSS CONNECTION <br />STRUCTURALLY CONTINUOUS WALL <br />NOT TO SCALE <br />STUCCO <br />BAND <br />F.F. <br />I� <br />IF-11 <br />L11 <br />LLLD] <br />I�IRooF <br />Li <br />L <br />SHEATHING <br />PER GENERAL NOTES <br />ATTACH TO TOP CHORD BACK NAIL W/ (2) <br />1 W/SIMPON H2.5 (OR 12d COMMONS <br />FRONT <br />ELEVATION <br />B 4 " _ 1 ' <br />/ <br />EQUAL) <br />2X4 LADDER G SPACE 2 BR IN •L• <br />24• OVERHANG SPACE 24• BRACING <br />sclssoR TRUSS <br />O.C. 12•/16. OVERHANG (REO'D) <br />SPACE 48' O.C. NOT SHOWN <br />SIDING OR SHEATHING <br />(SEE GENERAL NOTES <br />FOR PANEL SIZE & <br />ATTACHMENT) 2x4 RAT RUNS OR 2x4 BLOCKING <br />48. O.C. FOR FIRST FOUR FRAMING <br />ATTACH 2X4 DIAPHRAM TO SPACES FROM EACH END ATTACH <br />GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2) <br />WEBS W/(2) IOd 10d COMMON NAILS <br />COMMON NAILS <br />ALL NAILER <br />GABLE END TRUSS <br />KNEE WALL <br />TRUSS BRACING PER <br />STRAP TRUSS W/ SIMPSON <br />TRUSS MFG. SPECS <br />ETA20 (OR EQUAL) USING <br />CONTINUOUS <br />(6) 10d NAILS (MIN) O 48- <br />O.C. <br />, BOND BEAM W/ <br />— �„ <br />(1) j5 REBAR <br />1 <br />CATHEDRAL ® GABLE DETAIL, <br />STRUCTURALLY CONTINUOUS WALL <br />NOT TO SCALE <br />REAR ELEVATION 1/4"=1' <br />[-- - --t- ---t - - -t-- - - - - - - - - - - - <br />RIGHT ELEVATION 1/4' = 1 <br />EFT ELE VA TION 4 " _ 1' <br />L / <br />=1= FIF� <br />F LUF��'- []I <br />o0 0 00 <br />spAa I O O O O <br />0 <br />2'- 0„ <br />N <br />Ilk <br />1,_8„ <br />COLUMN DETAIL <br />A&B ELEVATION <br />NOT TO SCALE <br />KITCHEN ELEVATION #2 MASTER BATH ELEVATION HALL BATH ELEVAI KM <br />CABINE T ELE VA TIONS 114 " _ 1 ' <br />�P <br />OoO��PG� <br />90 <br />�N�0PGop <br />do <br />DROPZONE <br />38-00-00 <br />27-00-00 <br />11-00-00 <br />U U U <br />W <br />W <br />W W <br />W <br />W <br />W <br />W <br />W <br />W <br />Iw <br />-� <br />W <br />-� <br />W U U U <br />CJ1 <br />CJ1 <br />0 <br />CJ <br />CJ <br />o0 <br />p- <br />0 <br />CJ <br />CJ <br />Q <br />0 <br />AO <br />0 <br />ob <br />vz <br />A07 <br />cc)) <br />AO <br />AO <br />AO <br />AO <br />AO <br />AO <br />AO <br />AO <br />AO <br />o <br />VAULTED <br />CLG <br />AO <br />AO <br />4 <br />4 <br />0 <br />AO <br />0 <br />A <br />v <br />A02 <br />AO <br />o <br />0 <br />AO <br />A01 <br />A01 <br />T L <br />Ao <br />Al <br />A11 <br />Al <br />Al <br />AIIAI <br />BO <br />CJ <br />BO <br />o <br />4 <br />CJ <br />a <br />o <br />BO <br />0 <br />CJ1 <br />I He re 11M rn lIn 1j'c 219 <br />BO <br />U U U W W W W UU <br />11 tw- <br />�1P <br />BO <br />601 GE <br />18-08-00 19-04-00 <br />38-00-00 <br />38-00-00 <br />TRUSS ANCHORS <br />TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP <br />TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED W/(8) 10d NAILS <br />0 EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 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 B 1/4"=I' <br />KITCHEN ELEVATION #1 <br />