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Y� <br /> a <br /> RAFTER PER PLAN H 3 cNo <br /> RAFTER PER PLAN <br /> 1%2"WOOD ROOF Z v <br /> STUDS PER PLAN SHEATHING PER F <br /> GENERAL NOTES 1 WOOD ROOF <br /> SHEATHING PER <br /> JOIN RAFTER AND CE UNG GENERAL NOTES <br /> SHEATHING PER PLAN JOIST w/(3) 10d NAILS RAFTER PER PLAN <br /> CEILING JOIST TAPERED 2x6 BLOCK O EACH <br /> PER PLAN RAFTER TOE-NAILED TO <br /> CONTINUOUS ROW OF H2.5A O 24"°° CEILING JOIST w/(3) 10d 1•%2"WOOD ROOF <br /> EXISTING JOIST, BLOCKING O MAX 4'-O•oe BEVELLED 2x4 H2.5A O 24"oc 2x4 SCAB EACH SHEATHING PER <br /> PERPENDICULAR i�8d O 6•oc GENERAL NOTES <br /> AT SIM SECTION -------_ BLOCKING SIDE w/(2) 10d TO <br /> SPLICE CEILING 8d O 6"oc BEVELLED 2x4 JOIST AND SND 2x4 STUD ALIGNED <br /> EXISTING FRAMING JOISTS PER G/52.0 �___ _ BLOCKING BENEATH EACH RAFTER <br /> AND FOUNDATION 4'-0• 4'-0•MAX • Sd O 6•- CEILING JOIST x Bd O 6•oc <br /> MAX <br /> PER PLAN <br /> Sd O 6'oc CEILING JOIST (3) 10d TOENAILS <br /> _ (3) 10d JOINING RAFTER PER PLAN ( EACH SND <br /> —�I(_ SHEATHING PER PLAN TO EACH BLOCK z m <br /> 2x4 PLATE w/IGd O o <br /> C �—"�I EACH CEILING JOIST y <br /> DOUBLE TOP PLATE LAPPED DOUBLE TOP PLATE LAPPED <br /> 4'AT SPLICE AND FACE 4'AT SPLICE AND FACE SHEATHING PER PLAN v <br /> NAILED w/(12) 10d NAILS NAILED w/(12) 10d NAILS w <br /> o a <br /> =� STUDS PER PLAN <br /> _I I` ALIGN BLOCKING < ,� <br /> VIT111 PER PLAN BENEATH SND WALL o lb <br /> Y <br /> A WALL BASE DETAIL B EAVE DETAIL EAVE DETAIL PONY WALL IT <br /> S2.0 SCALE: r=r-o• f?'-0. S2.0 SCALE: 1•=1'-0• <br /> 52.0 SCALE: 1"=1•-O" S2.0 SCALE: 1•=1'-0• <br /> m <br /> C O <br /> O7 > m <br /> O Q L <br /> RAFTER PER PLAN � � 'O rn <br /> 1%.'WOOD ROOF <br /> SHEATHING PER STRAP PER ROAN CONTINUOUS ACCROSS N O <br /> 2x4 SCAB EACH GENERAL NOTES JOIN RAFTER AND CEILING JOIST ATTIC NAILED w/(6) J <br /> SIDE w/(2) 10d TO WHERE THEY MEET(EVERY 10dx17Y AT LAP <br /> WITH LTS STRAP w/(6) 10dxUfr"TO I` > <br /> JOIST AND SND 2x4 SND ALIGNED 4-O•°°)w/(4) 10d NAILS LTS STRAP AND 10dx1Yz" CENTRAL RAFTER AND(6) 10dx1h" �'' N W <br /> BENEATH EACH RAFTER NAILS O 12"oc <br /> TO BLOCK AT LAP TO CS22 � <br /> INSTALL(6) 10d NAILS TO JOIN ELSEWHERE <br /> `��[ CEILING JOISTS AT SPLICE OR <br /> (3) 10d TOENAILS ALTERNATIVELY INSTALL A LSTA12 <br /> O EACH SND STRAP w/(5) 10d NAILS TO EACH <br /> SPLICE CEIUNG <br /> 2z4 PLATE w/10d O JOISTS PER G/SZ.O CEILING JOIST AT SPLCE CEILING JOISTS <br /> 16"oc TO DOUBLE JOIST <br /> EXISTING " " 2x4 BLOCKS ALIGNED MIN 10"LAP <br /> FRAMING <br /> BENEATH STRAP <br /> FRAMING PER <br /> DETAIL C/S2.0 <br /> CEILING .IT <br /> PER PLAN <br /> (T)PONY WALL F EAVE DETAIL CEILING JOIST SPLICE H STRAP ACCROSS CEILING <br /> 52.0 SCALE: 1"=1'-O" 52.0 SCALE: 1•=1•-0• S2.0 SCALE: 1"=1'-0" S2.0 SCALE: 1•=1'-O" <br /> §CORNER <br /> PER PLAN (n <br /> CS22 CONTINUOUS J <br /> ACCROSS ATTIC NAILED (3)ROWS IOd <br /> w/(61 10dx174"AT LAP LTS STRAP w/(6) 10dx1)f•To NAILS O 2•oc a <br /> WITH LTS STRAP AND CENTRAL RAFTER AND(6) 10dxi1f• (CLINCH NAILS) W <br /> 10dx1$"NAILS O 12"oc TO BLOCK AT LAP TO CS22 <br /> ELSEWHERE N&�YlELO <br /> REINFORCING <br /> SA446 GRADE A WITH <br /> ?` M33,000 PSI. <br /> a x z. <br /> 18 GAGE SHEET STEELX x2x4 BLOCKS ALIGNED MIN 10"OAP REINFORCING (0.043• 2 10d NAILS <br /> BENEATH STRAP MINIMUM THICK) EACHx x x x x x OVER WALL <br /> SECTION SIDE OF RAFTERx x x BEARING PLATE <br /> EXISTING FRAMING x xx (CLINCH NAILS) <br /> ADDOTTOM x x <br /> STEELNCHED) <br /> Yi �,4§ofA''Vktd CAD:CAH CHECK:JHS <br /> H" JOB t 76101288 <br /> STRAP ACCROSS CEILING K STEEL HIP-END REINFORCING DATE: 6-16.16 <br /> 52.0 SCALE: 1•=1'-0" S2.0 SCALE: 2•=1'-0• <br /> C ^/ <br /> 4 V L.O <br /> MO3.17-17 3OF3 <br />