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3 <br />w <br />I <br />r <br />0 <br />J <br />m <br />ilt <br />C) <br />`v <br />cn� <br />0 <br />0 <br />J <br />00 <br />0 <br />I <br />N <br />N <br />LO <br />0 <br />LO <br />i <br />L <br />N <br />a <br />CN <br />M <br />O <br />d <br />N <br />E <br />S <br />`v <br />J <br />i <br />0 <br />0 <br />0 <br />v <br />t� <br />PO <br />0 <br />Lo <br />0 <br />0 <br />C1 <br />O4 <br />v7 <br />LO <br />0 <br />0 <br />W <br />Q <br />m <br />o <br />co <br />SCALE: 2' = 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 />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 61. <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS I1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: -2 = 1' 0" <br />VVHLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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-"' <br />AND 2" 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 <br />SYP CUT TO FIT 77 <br />4RS IN WALL <br />2x12 SYPBBEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP JDESTURE <br />P <br />LACH ALL COMP <br />0,1 SYP BLOCKING STAIRTO CONC.FOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MA <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER / <br />/ / 2 4' TAPCONS @MAX. 32" O.C. / <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'0 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G . 1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUEX7 (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />/-73" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />J <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "Ell <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />J� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 7' = 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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a'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 />CONN. TO BOTT <br />OF NEWEL POST <br />PER CONTRACT <br />F-1 <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 />:L POST LET INTO <br />!LOCK <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 />F SECTION VIEW <br />SCALE: 2" " = 1'-0 <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 />ITO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />fi <br />N <br />N <br />� <br />1` <br />� W <br />fl. o <br />Z <br />eaa w `%j <br />0-- <br />N R O <br />N �o�m <br />a� <br />'d or..aQ <br />d <br />o <br />ee <br />� <br />o <br />Z <br />SE <br />o� <br />S <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 <br />Florida Building Code - <br />Residential 7th 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 />g W vi W <br />W <br />Q <br />6,4L V <br />E <br />U <br />OOD C CO r <br />N N <br />M <br />VJNC-,� %k <br />7 a <br />R J <br />C W <br />J L- W <br />LL rl <br />? <br />' <br />-j <br />r m o z 5 <br />k� W <br />0 <br />5 1 N �C <br />og�rn �y <br />.. W <br />'Z <br />xi^LL <br />rn <br />ap N O Q <br />ch <br />a <br />Z <br />04 Q x O <br />OU 0 U) <br />., <br />N 0 <br />� o <br />W co <br />(D <br />O <br />� <br />r I <br />^V)' <br />N <br />z <br />U o <br />W <br />+-+ <br />� <br />L.0 <br />0 <br />c� <br />�N <br />,,., g <br />� w <br />ZD <br />w. <br />U) <br />LLP J <br />R <br />U ) <br />° <br />Q N <br />o <br />co <br />z <br />w <br />M <br />M <br />J <br />� � <br />� <br />z <br />Z <br />� <br />LL- <br />ce E <br />Zo <br />o0 <br />>N <br />a � <br />E ® <br />wz <br />oa <br />23 <br />¢ <br />a <br />0 Q <br />2 <br />z <br />�z <br />� <br /><o <br />z <br />m� <br />o0 <br />mc <br />v <br />J <br />oo <br />�� <br />az <br />w <br />�z <br />g0 <br />cn <br />T <br />0< <br />w� <br />az <br />0. <br />_ <br />aJ w <br />< <br />� � <br />;0 <br />o <br />c� <br />a <br />v <br />5- <br />N O <br />i <br />M <br />J <br />Orn <br />�a <br />c9 <br />r <br />T <br />u , <br />/� <br />Cr <br />v <br />(n .2 <br />0 <br />m <br />N <br />= <br />LO <br />�i <br />4It <br />_ <br />N <br />.fl <br />r O <br />LO <br />N <br />Q <br />(� Lo <br />6 <br />m <br />w <br />3 <br />M T <br />iii L0 <br />o <br />Z <br />Z <br />E T <br />U) <br />c <br />a <br />E <br />0 <br />a bi <br />Q p <br />� <br />JOB <br />NO: <br />23-06118 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />i I ri..l 1,1, 'I:: iill, 11 All i, i.i,i ii n 7 I fi d:J"u I U. T I I — ---TIF--7- <br />