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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 />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 BETWEEN4" <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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS 77 <br />3YP CUT TO FIT / <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />ff��2x4 PT UNDER 2x12 <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />[ATTAr,� ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/"' X <br />AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGERJ TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />/ 2 T" TAPCONS @ MAX. 32" O.C. / <br />�I EW "A" SECTION VIEW "B" G • 1 SECTION VIEW "C" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" \ SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />61, 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT r <br />STOP "� [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />10 <br />1— 2X4 SYP BLUUKINU <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />SCALE: ' = 1'-0" VVHLL / <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED /—" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />STRINGER <br />GLUED <br />NAILED <br />0 <br />SECTION <br />D—D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />H <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAIL S) <br />2x4 DRAFT 2x12 <br />1 C=ERM <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED IL <br />IL <br />ED --\ i <br />NAILED---\ i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT Lx 7NOT <br />AND NAILED TO STRINGER <br />POINTS —� FOR DRYWALL SPACING <br />B <br />H <br />E SECTION VIEW <br />SCALE: �' = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C --I <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />-t!- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" 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 />F SECTION VIEW <br />SCALE: 4" = 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 />:L POST LET INTO <br />!LOCK <br />IDE <br />KING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />4D NAILED TO <br />WALL BELOW <br />JOINT <br />TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS <br />VARIES <br />57 <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />•`1,�ttt��4il$i�fff� <br />�,® <br />•"rZ. <br />e� <br />t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residentlal 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />eD <br />000 <br />F <br />oo8 <br />o <br />N <br />t% <br />0 0 0 <br />c" N N <br />J J <br />m LL li <br /># j <br />0 <br />.a),, M Oj 'NO <br />W W <br />A M <br />W <br />LU <br />aa�0 <br />Z <br />� <br />u) <br />g 20 <br />W co <br />Wcco <br />N <br />m m� <br />¢ <br />{� <br />ILrn <br />2 EcPrn <br />42& <br />o a. � <br />E rn <br />.p Z <br />NaMz <br />o x <br />U 00 5 <br />z <br />O V <br />❑❑❑❑ <br />P �,- W <br />z_o. <br />N <br />o <br />c) <br />zoo <br />Q� <br />J M <br />d <br />N <br />M <br />f6 <br />N <br />w a <br />;i <br />U <br />� <br />V) <br />v I <br />W <br />c o <br />N <br />U w <br />w F <br />O <br />T <br />U o <br />c m u <br />Q o <br />®0 <br />rn o <br />�m <br />o <br />co <br />w <br />M <br />w 2 <br />o s <br />Z <br />q <br />U- <br />Q i= <br />O <br />zo <br />w� <br />zo <br />_® <br />oa <br />cuCL V <br />go <br />UO <br />CL <br />O <br />CDcli B <br />V <br />¢O <br />Qo <br />cU <br />oQ <br />ww <br />i <br />o <br />L- <br />c <br /><o <br />'m <br />m0 <br />Zi <br />aC <br />J <br />�w <br />c3 <br />m <br />a ° <br />oz <br />zo <br />OEM <br />Q > <br />a <br />t7 � <br />o <br />w <br />'° <br />GO <br />wa <br />�03 <br />`' <br />M <br />J <br />L <br />rn <br />W <br />� <br />O <br />L) <br />r <br />i-� <br />> <br />C:) <br />v <br />in <br />c6 <br />_o <br />p <br />r <br />00 <br />. _ <br />J 04 <br />Lo <br />o0 <br />N <br />= O <br />r N <br />r <br />Lo <br />.\} <br />T V <br />a) <br />CY) r <br />O <br />m <br />:3 T <br />N N <br />z <br />d <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-1124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />,�----rr - i I _- _ - -- i 1:1 1 Iris: F: 111��Iillllt>: G�dl�ii� ilk 11 I .!: 11, 1 1- -1 ----F TT F- i�-f <br />