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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />_ MAINTAIN BETWEEN ill <br />AND J" GAP TOP AND <br />/ \ \ BOTTOM, GLUED ND <br />/ \ NAILED TO STRINGER <br />STRINGER MUST MAKE FULL 2x4 BEHIND RISER / <br />CONTACT WITH LANDING BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />\ 2x4 DRAFT RISER AND TREADFLO' \ <br />JOIST / TOP / <br />SIMPSON A35 OR 2x8 SYP DRYWALL STOP MUST <br />LSC EACH NOT TOUCH STRINGERS <br />STRINGER 2x SYP CUT TO FIT 1 I rc <br />BEARS IN WALL i ' <br />2x12 SYP <br />BEARS IN WALL) x4 BLOCKING FOR 2x12I <br />I I 2x4 PT UNDER 2x12 C-- <br />13/4 x 11 2x6 SYP / 1 1 ROVIDE MOISTURE ' <br />J VL \ PROTECTION <br />LATTACHALL <br />COMPONENTS <br />\ \ 2x4 SYP BLOCKING \ STAIR TO CONC. W/ j" X / <br />2x4 UNDER STRINGER FOR STRAP \TAPCONS MAX. 32" O.C.2x4 PT NOTCHED INTO STRINGER @ <br />GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / ATTACH ALL COMPONENTS 1x4 GLUED AND <br />LANDING \ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) <br />� OF STAIR TO CONC. W/ J" X NAILED TO STRINGER � <br />2 J" TAPCONS @MAX. 32" O.C. \ <br />2x4 CUT ON BEVEL \ � '1 -- — "' <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />2x8 <br />L I < F SECTION VIEW "A" SECTION VIEW "B" G. 1 - - SECTION VIEW "C" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER / \ <br />SYP FULL CONTACT WITH LANDING <br />/ TOP OF <br />STRINGER <br />/ TREAD <br />/11 1x4 GLUED AND NAILED TO STRINGER <br />2x4 UNDER STRINGER GLUED AND \ 2x4 DRAFT <br />NAILED TO LANDING BLOCKING x8 SYP / / STOP <br />p 2x8 SYP DRYWALL STOP <br />7 <br />2x4 PT NOTC / MUST NOT TOUCH <br />INTO STRINGER ' 2x SYP CUT TO FIT ' ' STRINGERS G <br />H D BEARS IN WALL <br />2x8 BLOCKING FOR STRAPI I 2x8 SYP 2x12 SYP BEAR I i \ <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35� <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP 1 <br />1x4 blocking <br />BLOCKING2x4 SYP <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />SIMPSON A35 OR <br />\ <br />FOR STRAP / <br />FLAT STRAP NAILED TO RISER AND <br />LSC EACH <br />(SIMPSON MTS12 w/ <br />THEN WRAPPED AROUND STUD - <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />/ AND NAILED TO FLOOR WITH GLUE <br />PLAN VIEW <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />SCALE: " = 1'-0" <br />WALL <br />/ <br />SECTION <br />VIEW "D" SECTION <br />VIEW "E" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />E <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 \ <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x� <br />I DR FT S P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ t 1x4 GLUED AND NAILED TO STRINGER <br />E—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE-ArY <br />STRINGER CONTACT <br />POINTS <br />.1 <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx*/GLUED AND NAILED TO STRINGER <br />\ KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMI N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 I <br />\ DRYWALL STOP <br />NOT SHOWN <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />\ j <br />STRINGER \< <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />NAILED TO SUPPORT OR 1 X16" LVL <br />SOH3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />A( SCALE: 4" = 1'-0" <br />Lj I <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 LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />.2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = V-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BLII/ 2X STRIN4R <br />OCKING <br />PSON MTSJ2w/ ' <br />10d x 1 1/2" ►NAILS <br />\2ND OR 2X BLOCKING <br />AD <br />RISK / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />M <br />♦�%% <br />` * No <br />-• <br />70750 ' <br />p--a <br />1.7' .� 4 C� F <br />- p �•. .. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Fionds Building Code - <br />ResidenGel 7th Ediflon. Engineers signature and seal is only for <br />the sWctural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />coull <br />E <br />CS N ie <br />04 tJ <br />M � CCi <br />� J <br />U: <br />Q <br />60M0� u a <br />Y <br />@ LL u. a <br />rn <br />Wi <br />'R2 '°o¢ a <br />IL <br />N14�.jG. <br />CL <br />Z n p <br />a <br />Z <br />N O U J <br />W <br />❑❑❑ <br />mI <br />z � <br />¢� <br />a <br />to <br />z � <br />C9 - <br />N <br />o <br />U <br />its <br />0 <br />w o <br />® <br />U <br />Lu J <br />V <br />N 01 <br />J <br />o <br />as <br />8 <br />►`° 6 <br />w � <br />o <br />oa <br />so <br />Z <br />g rU <br />of <br />gz <br />NZ <br />N � <br />Q) L <br />wg <br />6p <br />N� <br />m� <br />C^K <br />C <br />�Y�Z <br />Z <br />J <br />wad <br />� b <br />8 <br />z <br />WNW <br />U <br />°do <br />r=-r <br />J <br />g <br />� � <br />}� <br />co <br />v <br />" <br />iR <br />aF <br />S � <br />CN <br />0 <br />dL6 <br />— <br />B <br />M <br />O <br />U1) <br />T <br />Co �- <br />O <br />Q <br />T <br />� � <br />O <br />DO <br />( f) s <br />m <br />O <br />a <br />T <br />`J <br />O <br />'^ <br />0 <br />oLO <br />v� <br />t h <br />T <br />ai <br />0 <br />0 <br />o <br />c <br />E <br />H <br />B m <br />— <br />Q. <br />U -j <br />Q a <br />� <br />JOB <br />NO: 22-01571-01566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />