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M <br />v <br />w <br />I <br />m <br />0 <br />N <br />0 <br />0 <br />S <br />i <br />v <br />o+ <br />Q <br />N <br />N <br />O <br />d <br />E <br />0 <br />v <br />CD <br />M <br />0 <br />0I <br />,a <br />0 <br />i <br />a <br />0 <br />0 <br />2 <br />c� <br />N <br />N <br />N <br />c <br />a <br />a <br />N <br />'4 <br />N <br />c <br />a� <br />0 <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING / <br />FLOOR <br />JOIST SIMPSON A35 OR <br />LSC EACH <br />STRINGER x SYP CUT TO FIT \ ' <br />BEARS IN WALL I <br />xl2 SYP <br />I BEARS IN WALL I <br />ALL STAIR STRINGERS <br />AND TREADS TO BE 1 3/4 x 11 \ <br />VL 2x6 SYP / <br />#2 SYP (MIN.) <br />2x4 SYP BLOCKING <br />FOR STRAP <br />THREADS, RISERS, AND 2x4 UNDER STRINGER­/2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />LANDING \ / AT STRINGER CONTACT POINTS <br />SHOWN IN DETAIL FOR � NAILS) <br />CLARITY <br />\ <br />2x4 CUT ON BEVEL <br />ALL WOOD TO WOOD D D DOES NOT BEAR IN <br />WALL GLUED TO <br />CONNECTIONS TO BE 2x8 <br />GLUED (PL 200) AND SECTION VIEW "A" SECTION VIEW "B" <br />NAILED (MIN. (2)16d). <) <br />SCALE: 1" = 1'-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 />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH—, <br />INTO STRINGER <br />H D <br />_-2x8 BLOCKING FOR STRAP <br />L-1 x4 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 />FOR RISE AND RUN INFORMATION. <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 />2xl2 TREAD <br />GLUED AND <br />NAILED <br />i <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE----' <br />AT STRINGER CONTACT <br />POINTS <br />E—� <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />LtX <br />28 SYP <br />NODRYWALL STOP MUST <br />T TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ _ z4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: ? = 1'-0" <br />SYP <br />2x8 SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN I' <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />—2x4 DRAFT RISER AND TREAD <br />STOPZ// / ///Z <br />—2x8 SYP DRYWALL STOP MUST \ <br />NOT TOUCH STRINGERS <br />I � <br />4--2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />\ PROTECTION <br />L/ATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ <br />G.1TOP OF <br />\ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�S! <br />x4 DRAFT / <br />TOP � [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' 2x SYP CUT TO FIT I ' STRINGERS <br />BEARS IN WALL <br />I 2x12 SYP BEAR I I <br />IN WALL E I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP 2x4 SYP <br />SIMPSON A35 ORXT FOR STRAP BLOCKING / <br />LSC EACH <br />STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)MTS12 w/ <br />1Odx 1 1!2" <br />AND NAILED TO FLOOR WITH GLU S) NAILS) <br />2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS NAILS) <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E11 <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 />=2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />STRINGER <br />2x4 GLUED <br />AND 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 />i <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4"GLUED AND NAILED TO STRINGER <br />\ KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: V = 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 />STRINGER 'X <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />\ / I BLOCKING <br />I <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST, TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />SE <br />CTION VIEW <br />SCALE: �' =1'-0" <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 />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />/ IN, <br />rr/ 2X STRINAR <br />2X BIOCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2" AILS <br />I <br />D OR 3D 2X BLOC)f.ING <br />3 <br />RISM <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />e+� <br />!V <br />0 <br />N <br />00 <br />6'. <br />0- o <br />i./ � ih G <br />N <br />m <br />o a< <br />cLA- <br />up <br />Q.�:N9C <br />T E C <br />G <br />d �• a <br />� � m <br />W .a <br />� a, <br />�o <br />a o <br />';.Ckfi`i�S�Itfii(�i�p�A�j♦ <br />tiw <br />NS <br />r� <br />_.�''� nb- <br />`i O4 <br />W <br />rs <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential An Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rA <br />_ <br />E <br />N o C"8 <br />Li N �m m.9 <br />: °° °° <br />G <br />ENO <br />yp W <br />fii y' M v q0 , <br />LL <br />V � LL <br />W a <br />Z @ Cc O1 a 5 <br />v <br />Q� 0 <br />`� <br />W <br />Z <br />M Z Q <br />LLW <br />N <br />Z OU 0 S <br />W Li� <br />Z N <br />z <br />_ <br />QU) <br />n P1 <br />8 <br />08 <br />aXz <br />w � <br />� a <br />U <br />U � <br />w <br />3•.. <br />ao <br />o <br />Jz <br />w <br />M <br />C <br />a i <br />Z <br />LL- <br />g. 0 <br />y <br />'q <br />E U <br />ao <br />z <br />z® <br />as <br />t— r0 <br />�1= <br />o <br />XU <br />�a�a <br />w a <br />U <br />0 <br />z <br />IQ <br />�z <br />aS <br />Wz <br />�w <br />ry <br />W�Z� <br />m� <br />0 <br />z <br />m J <br />2 <br />aa° <br /><z <br />�z <br />T <br />Z <br />aZ <br />�W <br />W <br />o <br />�z <br />1- <br />J <br />o <br />= <br />< <br />�x <br />;o <br />M. <br />zlc <br />ar <br />o 3 <br />� <br />J <br />O <br />B <br />m <br />O <br />co <br />co <br />:3 <br />CD <br />�-� <br />C:) > <br />Y <br />C:) <br />^ <br />v / � <br />�. <br />m <br />c <br />Y i <br />%%MOO <br />r*-. <br />'� <br />0) <br />(O <br />(M\I <br />Ln <br />r <br />Q N <br />r <br />C) r- <br />� <br />o <br />Z <br />Z <br />_ <br />N T <br />N <br />c <br />a <br />E • • v �? <br />0 -j a o <br />c <br />� <br />JOB <br />NO: 23-00503 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />