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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 />13/4x11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FULL - <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 1 2x8 <br />SECTION VIEW "A" <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />-2x8 BLOCKING FOR STRAP 2x8 SYP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <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 />CnD DICC AAIM DI IAI IAICflD11AATInKI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x8 <br />SYP <br />UAW <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />B-� <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 />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER X/// <br />% <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 />)�� <br />2�/V/// X//// <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/Z -, <br />2x4 SYP BLOCKING ` <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER Nr <br />i <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />x4 DRAFT <br />STOP <br />2P <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />J10N <br />P <br />LZATTAALL COMP <br />TO CONC.ONS @ MA <br />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 />G. 1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />G --------- lzi� <br />2x4 BLOCKING FOR 2x12 <br />R <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON14)10d M/2" <br />2x4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />N I <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />\ <br />SECTION VIEW "D" SECTION VIEW "Ell <br />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 />•2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />00 <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />AND NAILED TO <br />FRAMING <br />4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED --\ i <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS <br />I 2x8 SYP DRYWALL STOP MUST <br />LNOT 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 GLUE AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <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 />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />(2) LAYER J" 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: ? = 1'-0" <br />PER CONT'. <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />1 POST LET INTO <br />ILOCK <br />IDE <br />KING <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID 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 �t <br />3 <br />L <br />2X BLOC NG <br />RISR <br />VARIES <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />. (� •'(� ~ <br />V `b� <br />C) <br />O <br />s • <br />�`n`' <br />6 <br />ti <br />� <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 20W <br />Florida Building Code - <br />Residential 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 />1 <br />oo <br />ci <br />O <br />c000NN C � LL <br />J <br />iii <br />LL J It <br />7 LL , tL <br />N <br />_ <br />0 <br />�jw M W N <br />aicLL o a a <br />o <br />C 0 <br />W <br />m 0 W <br />m00r-- ¢g°� <br />z <br />3 <br />IL <br />O)Q& J G a <br />�No <gy <br />0 <br />A< M 6 0 H <br />6 <br />z <br />v ❑❑❑ <br />z <br />Z <br />Z <br />a � <br />v 1 <br />M <br />z <br />C1 <br />a) <br />Q)m <br />U_ <br />_ <br />uoW <br />� <br />U <br />a <br />0 <br />rU <br />W � E <br />0 8 <br />I <br />Q(CIO <br />�Q <br />O <br />M <br />z�O <br />W <br />t <br />E <br />WO <br />aLL <br />g <br />Z <br />z`_o <br />E <br />r <br />10 <br />R <br />8o <br />O E <br />O <br />dp <br />z <br />a <br />Wz <br />N <br />d i <br />o <br />Z. <br />o <br />¢� <br />wm o <br />fu <br />�ZLL <br />Z�� <br />J <br />�°° <br />�z <br />3? g <br />LD <br />Q <br />of <br />o§ <br />o <br />� <br />az <br />W W <br />W <br />w2 <br />r <br />a� <br />II� <br />tOOD <br />z <br />Ur5 <br />0 04 <br />= <br />>L <br />6 <br />ci <br />2 <br />^L <br />W <br />m <br />0./ <br />` <br />n/ <br />U <br />00 <br />I1..I1.. <br />T <br />m <br />0 <br />C0 <br />0 <br />LO <br />T�e <br />I*_ <br />.= <br />= 04 <br />r• <br />N <br />= <br />LO <br />00 <br />r <br />o <br />Z <br />E <br />E O <br />H <br />L <br />Z <br />c <br />o <br />a <br />c0 _j <br />Q o <br />JOB <br />NO: <br />20-3574 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />