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I __ _ I' ' L_ I I I ' 111 L_ 1 L I I I 11 11 I 1 i 1 L L 'l 1 II 11 1__ 1 ' I _ I _ I I I I <br />THEN WRAPPED AROUND STUD (USP � C <br />MTW12) \�/J <br />PLAN VIEW <br />SCALE: = 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x12 SYP— SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />A <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER %! <br />STRINGER MUST MAKE FULL <br />2x4 BEHIND RISER <br />CONTACT WITH LANDING <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x SYP CUT TO FIT i <br />BEARS IN WALL i <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X <br />FOR STRAP <br />TRAPMTW1 <br />2x4 PT NOTCHED INTO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. <br />(USP BEHIND <br />AND NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />AT STRINGER CONTACT POINTS OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2x4 CUTG,. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL, <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CTION V <br />BULLNOSE <br />L -g <br />2x4 PT NOTCHED IP <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />IEW "D" <br />SCALE: 1" = V-0" <br />Z-1" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />DETAIL <br />SCALE: 1" = V-0" <br />STRINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />ON DECK <br />MAINTAIN BETWEEN" <br />AND GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />AND NAILED TO <br />NAILED TO STRINGER <br />2x4 syp <br />FRAMING <br />blocking for <br />strap (U <br />2x4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />ylx4 <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />LUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />rx8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION V <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: �, = 1'-0" <br />—3/4 PLYV1 <br />ON DECK <br />--2x8 SYI <br />AND W <br />FRAMIP <br />2x4 DRAF <br />STOP <br />2x4 BLOCr <br />C <br />SCALE: 1" = V-0" <br />2 J" TAPCONS @ MAX. 32" O.C. <br />I EW "B" <br />SCALE: 1" = 1'4' <br />'ER <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />LJLVLL VLV LV <br />AND NAILED TO <br />LVL <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTTI <br />OF NEWEL POST <br />PER CONTRACT <br />DER PROVIDE SOLID BLOCKING <br />VL BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL P <br />OST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />J 1 /AIM UUIVJ I MUU I IUIN UC I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />> TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />USP (1 <br />u <br />ECTION V <br />L POST LET INTO <br />'LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />19 <br />a <br />IEW "H" <br />SCALE: 1" = V-0" <br />n u7 <br />V <br />Z CD <br />z� <br />z� <br />Q <br />U) z <br />W <br />l/) (D <br />w <br />�U — <br />O c <br />Ln <br />E <br />U <br />0 <br />mN <br />) M a <br />w QQ <br />cram <br />N <br />0 <br />U� <br />U. <br />co <br />0Q� <br />0 <br />o <br />B D. <br />1 <br />U \a <br />o" <br />NF*, ...:� <br />C...A\S <br />Llk <br />Yt f �V <br />a w <br />c' <br />Q <br />LL LLIr Q fic-11 C <br />r/ 4 P <br />To the best of the Eni6le/r's r Jnh� ton, <br />belief, the structural Ib if d spec flflcoth1h con <br />these drawings 7, <br />within com�j%j�/�f}��P Fri <br />Building Code - Residential 6th E =., PBIf�I�IHr s <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z r-4 <br />0 ( n <br />O <br />> O <br />M <br />Q V) M Lr) <br />a V) L <br />(1) Lin <br />CL <br />cj� U fl. <br />Q <br />E � <br />z <br />Uj C:) <br />W <br />J 00 <br />J <br />w <br />=a <br />fa <br />�uZ� <br />z <br />¢}y gLui <br />a (1 £ J <br />U <br />Ln <br />J <br />O <br />Ln <br />w <br />0 <br />m: <br />QJ <br />N <br />o <br />O <br />z <br />o <br />Q <br />UaS <br />h <br />tU <br />Z <br />N <br />FOwo�G <br />2 <br />J <br />N <br />r—I <br />LJ.I <br />� <br />Z� <br />o= <br />5a� z <br />Y a <br />Lf) <br />O <br />Z <br />z <br />�z <br />�o <br />m <br />O <br />00 <br />� <br />= <br />a W <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 2mO <br />SHEET NO. <br />ST <br />