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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 />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) - <br />PLAN VIEW <br />SCALE ': = V-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 />FOR RISE AND RUN INFORMATION. <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN" <br />A <br />AND ? GAP TOP AND <br />BOTTOM, GLUED AND <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 TREAD <br />FLOOR UZI <br />STOP <br />J7,/,� <br />'ILL <br />JOIST <br />2x8 SYP DRYWALL STOP MUST <br />121 A I NOT TOUCH STRINGERS <br />79AININE-61 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />PT NOTCHED IN <br />D NAILED TO FL( <br />STRINGER CON' <br />2x4 CUT G. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "A" <br />FSTRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2x6 SYP <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = 1'-0" <br />E <br />2X4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON7 <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED "PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />F94 x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT10 <br />3/4 PLYWOOD <br />ON DECK <br />MAINTAIN BETWEEN T" <br />AND J' GAP TOP AND <br />x8 SYP GLUED <br />AND NAILED TO <br />BOTTOM, GLUED AND 2x4 syp <br />FRAMING <br />NAILED TO STRINGER blocking for <br />strap (U <br />x4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED —� <br />NAILEC <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS _ <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 />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE4rT <br />STRINGER CONTACT <br />POINTS <br />B <br />`2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC, W/ T" X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />3/4 PLYA <br />ON DECK <br />`-2x8 SYF <br />AND N/ <br />FRAMI I` <br />2x4 DRAF' <br />STOP <br />2X4 BLOCH <br />C <br />SCALE: 1" = 1'-0" <br />t <br />TREAD <br />SLUED AND NAILED TO STRINGER <br />RAFT <br />SYP DRYWALL STOP <br />T NOT TOUCH <br />NGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />2X4 CUT ON <br />BEVEL GLUED - <br />AND NAILED TO <br />LVL <br />C� <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ T" X <br />2 t" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 16" VL 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 />SECTION VIEW "G" _BLOCKING <br />SCALE: V. = 1'-0" <br />SCALE: 1" = 1'-0" <br />0 1 HIM UUIVO I MUU I IUIN UM I f-\I LZ) <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 />2X <br />USP (1 <br />u <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 />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />V Ul) <br />Z o <br />Z <br />Z <br />Q <br />J <br />cl- <br />Z <br />Cz <br />V)' C9 <br />� cn <br />w <br />p <br />U <br />O c <br />E <br />o <br />.� ~ <br />mN <br />U <br />W <br />a� M <br />W M <br />O Oo <br />' = <br />�= <br />ti 0 <br />m <br />Q� <br />o <br />A <br />B <br />' <br />D. <br />N C -D-C <br />r <br />� <br />ra;;•1` � <br />Seaga 1 <br />WIM <br />7tY <br />o ao`✓!f <br />•� h. '@ <br />LU <br />a a > <br />LL <br />18 <br />g Q <br />S <br />y as` <br />°p <br />F L <br />IL ;.J <br />o <br />v <br />P....... <br />, Ql E ^ S <br />*8 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />9 <br />O <br />Z N <br />0 � N <br />M CD <br />M <br />< M Ln <br />az cn•L� <br />U) <br />Q L_ Ln <br />LL <br />Q. ^ <br />M ''•� <br />Q C °° <br />W <br />Z�� <br />J <br />�- <br />0 <br />LU <br />W <br />Wz a <br />m <br />IV)00 <br />oZ 6 <br />Z Z I.; Z <br />z <br />& <br />.-1 <br />LO <br />N <br />$4 $$ <br />z® <br />rn <br />O <br />ri <br />Ln <br />N <br />Ln <br />a <br />Z <br />Q <br />��z�� <br />zHrzz <br />Z <br />W <br />a <br />wWoo <br />IUJ<6 <br />J <br />�� <br />Q <br />_ <br />�n <br />�z <br />� �a <br />N <br />0 <br />o <br />CO <br />z <br />.. <br />.. <br />�— <br />Z <br />� <br />� <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />15m,25 <br />JOB NO: 17-4136 <br />SHEET NO. <br />ST <br />