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\ <br />SCALE: i, = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />VVMLL <br />0 <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />�I EW "A" <br />SCALE: 1" = 1'-0" <br />19 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />i BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />0-1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND " GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />GA <br />TOP OF <br />STRINGER <br />G <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 <br />I STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TC CONC. W/ }' X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND __j <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />G-1 <br />D <br />A <br />G <br />2x4 GLUED <br />AND NAILED <br />J7, <br />FLOOR <br />G.T. OR <br />V2X4 <br />1 3/4x <br />16" LVL <br />CUT ON <br />SECTION D — D <br />BEVEL GLUED <br />AND NAILED T <br />LVL <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />V4 <br />2-2x8 <br />3/4 PLYWOOD <br />3/4 PLYWOOD <br />SYP <br />ON DECK <br />ON DECK <br />BEAM <br />2x4 SYP BLOCKING <br />BEARING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />H <br />x8 SYP GLUED 2x4 SYP BLOCKING <br />x8 SYP GLUED <br />2x8 <br />IN WALL <br />1/2" NAILS) <br />FOR STRAP <br />AND NAILED TO <br />AND NAILED TO <br />SYP <br />FRAMING (SIMPSON14)10d M/2" <br />FRAMING <br />GLUE <br />N I <br />(14) 10d x 1 1/2" NAILS) <br />AND <br />x4 DRAFT 2x12 <br />2x4 DRAFT <br />NAILED <br />STOP TREAD <br />STOP <br />TO <br />GLUED <br />FRAMING <br />AND <br />NAILED---yj <br />11 <br />VIA <br />1 <br />2x4 BLOCKING <br />Uv <br />lit DR FT S TP <br />DR FT S P <br />2x4 PT NOTCHED INTO <br />2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST NOTE: 2x8 <br />NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER DRYWALL STOP <br />::I:x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING NOT SHOWN <br />FOR DRYWALL SPACING B <br />H <br />H SECTION VIEW E SECTION VIEW <br />SCALE: i" = V-0" _ SCALE: 4" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />PER CONTRACT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />F.F. <br />M141, IPA <br />SCALE: 1" = 1'-0" <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />2X4 STUD NAILED AND <br />GLUED TO TOP PLATE <br />2X4 CUT INTO RIM BAND, <br />GLUED AND NAILED TO <br />BEARING WALL BELOW <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SIMPSON <br />(14) 10d x <br />LA <br />!L POST LET INTO <br />'LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />s <br />M <br />N <br />O <br />M <br />` <br />2 <br />0 <br />W <br />IY <br />0 <br />Z <br />Q <br />N E <br />'o� o <br />\ Moo <br />N m <br />�t �' <br />(n Y -Q -0- M <br />C: } E O S <br />m Q <br />to w Q � <br />00 <br />Eo CO <br />a <br />LU <br />U <br />w <br />W W J W O <br />WS-2-j<O W<'002-j0 <br />ac�xp: <br />0Z2°° F- <br />o`0H ocnx§L200m°z <br />0ZOaOZOw�a0WpzzU <br />� <br />4 <br />O� OWLL Q <br />i <br />O <br />O <br />Z <br />W <br />0 <br />D ti <br />M O <br />QU)ML0 <br />C/) I-- <br />I—WIfLo <br />�0-2� <br />Z <br />U <br />W <br />W <br />-jQ <br />O <br />d0' <br />JUL <br />2 <br />123 <br />Virtual Re <br />fiew <br />Ass <br />t, 11 <br />Ic. <br />Plans RWOW co <br />r cnmPliance with <br />rnpliteed <br />n <br />�r <br />v <br />the <br />202g <br />^hy�Debra A1 <br />ne <br />la <br />PX2 <br />OQ <br />O <br />o <br />0 <br />0 <br />0 <br />Q <br />Q <br />N <br />Q <br />N <br />Co <br />Z <br />O <br />N' o <br />� <br />(V <br />M <br />4 <br />�+ <br />Lo <br />00 <br />Q Z <br />O <br />W <br />ZW <br />°00 <br />+� <br />M O <br />UVV5 <br />Lo <br />O <br />OZj <br />orQ <br />Z <br />aaxa <br />WW <br />Ln <br />= <br />Ln <br />O <br />�F-2 <br />N <br />O <br />Zo= <br />. . <br />W <br />>- <br />a <br />al=-Z) <br />2§ <br />CQ <br />O <br />%"' N <br />gWo <br />Z <br />aZ� <br />0Q <br />U <br />Z <br />0 p <br />CL <br />�m <br />z <br />z <br />W <br />WST <br />J <br />Nrl- <br />O <br />LAST PLOT DATE <br />0 <br />z <br />J <br />STAIR DETAILS <br />