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NOTE: <br />SCALE: " = 1'-0" <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 />I=C)P RIGF ANTI RI IN INF()RMAT1r)N <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 -PT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0' <br />V V/1LL <br />3YP CUT TO FIT <br />%RS 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" = V-0" <br />E <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" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED - <br />NAILED <br />SECTION D—D <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />J <br />SCALE: 1" = 1'-0" <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />R DRYWALL SPACING <br />SECTIO <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 />N VIEW <br />SCALE:" = 1'-0" <br />Or <br />f <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND I" 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 STRAP GLUED TO <br />2x4 DRAFT 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/t X <br />2" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />TOP OF <br />STRINGER <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 />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 rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/'a X <br />2" TAPCONS @MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT, <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"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 />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 />0 1 /rAI M UUIVJ I MUU I IUIN UC I IRI L0 <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />LTO <br />)ISTS) <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 />LOOR <br />TRUSSES <br />APR 082023 <br />NAILED AND <br />)TOP PLATE <br />JD N RIM BAND, Virtual Review Assist, Inc. <br />JD NAILED TO Plans Review completed and approved <br />WALL BELOW for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />JOINT <br />_ TO <br />)ISTS) <br />u <br />2. <br />PSON M <br />10dx1 <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />�' <br />ch <br />N <br />OF FLO <br />N�S <br />CO • J DOH�y� <br />rr <br />C <br />0 <br />3 <br />w <br />z <br />Q <br />L 0 8 U <br />_W <br />•- <br />pM0 m <br />00 <br />M 'i <br />D M <br />0 <br />f�t'' OCS % <br />Y -0-0— M <br />A� E -a r O <br />� <br />� p�8 oQ <br />•N <br />w QN k <br />�CC 5 <br />W <br />C <br />co <br />a �0. <br />LLILu <br />�LLI <br />O���za w~ <br />0 2LLI Q�W9�e <br />X 0 LEL)000 <br />=) X <br />0 <br />d <br />Qw0220H-� <br />0)9LL0m00Zz <br />wOz� <br />aV5wq'w�oap <br />Qz <br />U <br />Z <br />LL <br />¢a_< W<N?wzO�Uoa <br />Q <br />00� Q�-Tj DYZ�Q <br />U-< i0 a�-QLL <br />I� <br />O <br />Z N <br />W <br />O� <br />SQ 5 ti <br />O <br />I— c° <br />� M � <br />z <br />a- U) Q <br />mU�ti <br />LC) <br />HWILcM <br />0�CL2� <br />ZV~ <br />z3: <br />w <br />w0 <br />J <br />O <br />mi <br />d' <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />Co6C; <br />C0M <br />CC <br />CO <br />'r- <br />O <br />N <br />Q <br />N <br />Q <br />N <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />0 <br />to <br />T <br />CO <br />O <br />M <br />CN <br />N <br />O <br />M <br />OO <br />11 <br />r <br />Q <br />Qi <br />O <br />Q <br />Q <br />T- <br />r <br />0 <br />Q <br />0 <br />1 <br />CVO <br />(DO <br />>�MO'tLOCDI,- <br />O <br />O <br />O <br />O <br />1 <br />CO <br />♦�/�J�� <br />V <br />Z Z <br />—ZO <br />O <br />_ <br />WwCA <br />O <br />vo�< <br />I— <br />owmQ <br />0 n <br />Zx~� <br />=m0Z <br />Z � J <br />Z w <br />a. <br />Z Z LL <br />(0 <br />w <br />Ogmz <br />O <br />Q <br />U <br />z Lu <br />z <br />Z <br />Z <br />FQO <br />U <br />g <br />Ov <br />_O <br />m <br />a <br />z <br />Z <br />z <br />J <br />W <br />M <br />M <br />O <br />W <br />V-- <br />LAST PLOT DATE <br />Mar. 9, 23 <br />0 <br />z <br />0 <br />J <br />STAIR DETAILS <br />