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(E� MOIST OR RAFTER <br />2X BLOCKING w/- <br />(31 '10d EA END <br />UNLESS PERP. <br />FRMG ABOVE <br />JOIST OR <br />A FT'R i T Rai> S <br />REMOVE FINISHES 2X BLOCKING w/ "� <br />PER CONTRACTOR (3I 10d EA END <br />RECOMMENDATION UNLESS PERP. <br />(3j 10d @ EA BLKG FRMG ABOVE <br />PWDR ACTUATED —� <br />FASTENERS <br />EMBEDDED 1" .INTO <br />SLAB @ 16" O.C. <br />/ALL 0 C, SLAB -- <br />i <br />E <br />P.T. SOLE PLATE <br />w/ GALVINIZED <br />NAILS OR BETTER <br />1-. <br />SCALE: T°=V 0" <br />ALL NEW WOOD FRAME <br />TO BE PRESSURE <br />TREATED <br />ACE4 POST CAP <br />1x4 DECKING <br />--DBL, 2x'10 w/ LUS <br />ON EA, END. <br />—2x STAIR STRINGER <br />@ 12" 0, 0. <br />2x8 JOISTS @ 16" <br />o.c. W/ LUS HANGER <br />ON EA, END, <br />DBL, 2x10 SEAM — <br />4x4 POST <br />LSTA24 w/'lOd <br />w/ PBS44A POST <br />NAILS @ EA <br />BASE & 12" SQ, x <br />STRINGER <br />12" PAD ETG, w/ 0I <br />#4 ON EA, WAY <br />STAIR TO FLOOR COON. <br />7 <br />EXTERIOR STAIRIL <br />A1 <br />SCALE: 1'a="➢a_O°° <br />CONTINUOUS <br />HANDRAIL w/ 1-1/4" <br />TO 2" GRASP REQ'D <br />HANDRAILS SHALL <br />BE CONTINUOUS A� <br />Lu <br />`ZaX CONTINUOUS <br />SHALL HAVE A <br />STRONG BACK AT <br />SPACE OF AT <br />c-a <br />EA STRINGER w/ (2I <br />LEAST 1-1/2" FROM <br />co <br />16d NAILS @ 12"o/c. <br />THE WALL <br />(WHEN ATTACHED <br />10 MIN <br />- <br />� <br />TO ADJACENT STUD <br />WALL PROVIDE (2) <br />16d AT EA STUD.1 <br />SEE STAIR TO <br />,< <br />WALL CONN, FOR <br />e <br />c <br />BALANCE OF INFO <br />3/4"-11" NOSING REQ, <br />IF TREAD DEPTH IS <br />STAIR STYLE AND <br />LESS THAN 1111, <br />MATERIALS MAY V, <br />` <br />RADIUS OF NOSING <br />STAIR STYLE <br />e <br />CURVATURE ,/= 16" <br />AND MATERIALS <br />MAY VARY <br />3/4" KICKER PLATE <br />UNDER -STAIR <br />SURFACE <br />(RISERS <br />PROTECTED WITH 1/2" <br />STAIR TREAD <br />GYPSUM BOARD <br />WHERE <br />(1" THICK MINIMUM] <br />ACCESSIBLE <br />2x12 STRINGER @ <br />STAIR PROFILE ®ETA1L <br />2411o/c MAX <br />TYPICAL STAIR T I <br />BRACE HEADER <br />WITH <br />CONT DBL TOP <br />(1j 16d NAIL TOENAILED <br />PLATE <br />TO T 0 P PLATE <br />AB <br />0 V E <br />HEADER PER PLAN <br />@ 24" o,c, <br />FLUSH TO <br />�r <br />EXTERIOR <br />11 � <br />CRIPPLE STUDS TO <br />ALIGN w/ TRIMMERS <br />REMOVE FINISHES <br />PER CONTRACTOR <br />FULL HEIGHT KING <br />RECOMMENDATION <br />STUD OR POST PER <br />(3) 10d @ EA BLKG a <br />PLAN <br />Lu <br />OPENING <br />OPTIONAL 2X TO <br />_ <br />MATCH WALL TYPE <br />DOUBLE TOP <br />PLATE <br />STUD WALL (E( DOUBLE TOP <br />FRAMING PLATE <br />(NI INTERIOR <br />2X TRIMMER RIGID INSULATION <br />NON -BEARING WALL <br />]JACK STUDS (EI HEADER <br />QTY PER HEADER <br />SCHEDULE, FACE R-21 BATT <br />NAIL TO KING STUD INSULATION (2X6) <br />0� R-15 BATT <br />F.F. <br />17 DOUBLE 2X SILL INSULATION (2X4� <br />PLATE <br />SOLE PLATE <br />�ROI ROUGH <br />CRIPPLE STUDS TO GYPSUM BOARD <br />OPENING <br />ALIGN w/ STUD <br />WALL FRAMING <br />2x STAIR <br />STRINGER @ '12" <br />o.c, <br />� I <br />I <br />I ' <br />f I <br />STAIR TO FLOOR CONN <br />WALL SHEATHING <br />7/16" APA RATED <br />EXISTING SIDING & <br />SHTG <br />CONTINUOUS FLASHI� <br />WITH DRIP EDGE <br />1x4 DECKING <br />ALL NEW WOOD FRAME <br />TO BE PRESSURE <br />TREATED <br />(2I 1/4"m SDS SCREWS <br />AT 16"o/c OR AT EA <br />JOIST AND PIECE OF <br />BLOCKING <br />EXISTING SHTG <br />//z <br />SHEATHING OR CD( ' � <br />PLYWOOD OR 055 LUS HANGER e EXISTING JOIST <br />w/ 8d @ 6"o/c EXISTING RIM JOIST <br />PANEL EDGE 2x DECK JOISTS <br />NAILING AND 12"o/c� EXISTING STUD WALL <br />FIELD NAILING 2x8 LEDGER PER PLAN <br />L <br />(� <br />TYP. OPENING FRAMING NFILLED WNDOW SEC70N (7� LEDGER ATTACHMENT pa o ua <br />SCALE. 1/2aa=V_aa <br />1 1/2" MIN, 0 <br />NEWEL POST <br />P,T, 2x4 BEARING & <br />THRUST PLATE w/ <br />POWDER ACTUATED <br />FASTENERS @ 12"o/c BALLUSTERS <br />SO THAT A <br />SPHERE CAN <br />NOTCH STRINGER & PASS THROU{ <br />STRONG BACK <br />AROUND BEARING & <br />THRUST PLATES <br />"JTA24 w/ 10d <br />NAILS @ EA <br />STRINGER <br />WALLS MAY <br />OCCUR BELOW <br />4" CONC, LANDING <br />SCALE: � a = 0" <br />STABR TO SLAB CONK. <br />gp <br />SC LE. V l o—O" <br />NOTCH STRINGER & <br />STRONG BACK A5 <br />SHOWN AND PROVIDE <br />HUC26-2 HANGERS <br />� I <br />I <br />SHEATHING OR CD( ' � <br />PLYWOOD OR 055 LUS HANGER e EXISTING JOIST <br />w/ 8d @ 6"o/c EXISTING RIM JOIST <br />PANEL EDGE 2x DECK JOISTS <br />NAILING AND 12"o/c� EXISTING STUD WALL <br />FIELD NAILING 2x8 LEDGER PER PLAN <br />L <br />(� <br />TYP. OPENING FRAMING NFILLED WNDOW SEC70N (7� LEDGER ATTACHMENT pa o ua <br />SCALE. 1/2aa=V_aa <br />1 1/2" MIN, 0 <br />NEWEL POST <br />P,T, 2x4 BEARING & <br />THRUST PLATE w/ <br />POWDER ACTUATED <br />FASTENERS @ 12"o/c BALLUSTERS <br />SO THAT A <br />SPHERE CAN <br />NOTCH STRINGER & PASS THROU{ <br />STRONG BACK <br />AROUND BEARING & <br />THRUST PLATES <br />"JTA24 w/ 10d <br />NAILS @ EA <br />STRINGER <br />WALLS MAY <br />OCCUR BELOW <br />4" CONC, LANDING <br />SCALE: � a = 0" <br />STABR TO SLAB CONK. <br />gp <br />SC LE. V l o—O" <br />NOTCH STRINGER & <br />STRONG BACK A5 <br />SHOWN AND PROVIDE <br />HUC26-2 HANGERS <br />� I <br />I <br />P.T, 2x4 <br />BEARING & <br />THRUST <br />PLATE w/ <br />POWDER <br />ACTUATED <br />FASTENERS@ <br />12"o/c <br />NOTCH STRINGER & <br />STRONG <br />BACK <br />AROUND <br />BEARING & <br />THRUST <br />PLATES <br />4X4 NEWELS SPACED A <br />6° MIAX, <br />BALLUSTERS SPACES — <br />S0 THAT A 4110 SPHERE <br />CANNOT PASS THROUGH <br />A,1 SLALt: 1 = 1.0 <br />4X4 NEWEL POSTS <br />SPACED AT 6' MAX. <br />BALLUSTERS SPACES — <br />S0 THAT A 41'0 SPHERE <br />CANNOT. PASS THROUGH-} <br />DOUBLE 2x10 BEAM <br />ATTACHED TO <br />LANDING LEDGER <br />w/ HUBC210-2 <br />DRYWALL & TRIM — \ <br />HANGER OR DOUBLE <br />EXTENDS DOWN <br />2X POST EA END <br />BEHIND STAIR <br />IN STUD WALL, <br />STRINGER <br />2X CONTINUOUS <br />FLOOR SYSTEM <br />STRONG BACK AT EA <br />® 2x10 JOISTS @ <br />STRINGER w/ 16d @ <br />16"o/c w/ U210 <br />9"o/c STAGGERED, <br />HANGER EA END, <br />(WHEN ATTACHED TO <br />® 2x10 LEDGER <br />ADJACENT STUD WALL <br />ATTACHED TO EA <br />PROVIDE (21 16d AT EA <br />STUD w/ (3) 16d <br />TUD. <br />S <br />NAILS <br />---___-----_--- ------ -_——_- --- <br />2X FIRE BLOCKING <br />BETWEEN STUDS. ALIGN <br />BLOCKING WITH STAIR <br />STRINGER TO CREATE <br />CLOSED ROUTE <br />— _j —3/4" SHTG w/ <br />STANDARD NAILING <br />SEE STAIR TO <br />FLOOR CONN. FOR <br />BALANCE OF INFO <br />STAIR & LANDING DETAIL <br />e <br />1 <br />STAIRS TREAD <br />BEYOND <br />{ _ <br />STAIRS TREAD <br />BEYOND <br />12" <br />CLR <br />STAIR TREAD-- <br />0" THICK MIN) <br />II � <br />STAIR TO WALL CONN. <br />3/4" KICKER <br />PLATE jRISERJ <br />2x12 STRINGER @ <br />24"o/c MAX <br />LLJ <br />Z <br />LU <br />CD <br />Lu CNI <br />� r <br />FNG WEE STAMP <br />UJ <br />uj <br />� <br />� <br />ui <br />Lij <br />LLJ <br />F_ <br />JOB NO. <br />20-141 <br />HIALF <br />SCALE <br />l l xl 7 <br />FULL SCALE <br />22x34 <br />SHEET OF 10 <br />