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11- <br />3 <br />i <br />LO <br />N <br />u7 <br />LO <br />v <br />cn� <br />Q <br />8, <br />0 <br />, <br />M <br />co <br />0 <br />I <br />N <br />Q <br />L0 <br />N <br />LO <br />rn <br />CD <br /><nCr <br />0 <br />0 <br />J <br />M <br />0 <br />I <br />rM <br />N <br />LO <br />0 <br />Lci <br />i <br />LO <br />2 <br />v <br />tr) <br />Q. <br />C <br />3 <br />I7 <br />0 <br />0 <br />E <br />a <br />E <br />`v <br />c <br />c <br />J <br />i <br />a. <br />0 <br />0 <br />v <br />U <br />-0 <br />t� <br />IM <br />0 <br />co <br />°3 <br />0 <br />0 <br />a <br />M <br />O <br />N <br />v <br />a <br />0 <br />0 <br />z <br />Qf <br />v <br />Fj <br />3YP CUT TO FIT I <br />\RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x12 SYP <br />SCAB <br />2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER <br />SIDE) <br />TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER i <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 />`- 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" <br />�i NAILS) / <br />fIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�s <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 (/ <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />IR TO CONC. W/ -1" X <br />CONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />G . 1 SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G--L�: <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU AI S) x 1 1/2" <br />N <br />STRINGER CONTACT POINTS \ NAILS) <br />SCALE: T' = 1'-0" VVMLL / <br />i <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 />\ 6's <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED —� <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAP2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUCONED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: ill= T-0" <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' 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 />RINGER <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />i. <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />SCALE: 1" = 1'-0" <br />V � <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <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 />PER CONTRACT <br />-(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 J4"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW 11G11 <br />SCALE: 1" = 1'-0" <br />SECTI <br />ON VIEW <br />SCALE: J" = 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 />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />!L POST LET INTO <br />(LOCK <br />IDE <br />KI NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />- TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON NITS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />LSL---1-- <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C" <br />N <br />N <br />co <br />fl <br />a> <br />a <br />v as m u <br />Q- <br />ur <br />N •O <br />G 1 N <br />� d <br />c- y <br />y c a <br />3 eo <br />cc =' d <br />N A T <br />o <br />a v <br />`Ci•. `� :d L- <br />�J <br />�1" <br />.. 0 OppJ <br />•�J r N <br />1� <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineer's <br />signature and seal. <br />M <br />W <br />a <br />O E <br />8 <br />ci <br />0 <br />� Is, <br />00a) <br />rn <br />inLo� # <br />a <br />N O # t1 <br />j�LL 3 a <br />Z <br />mc� dtYi <br />.c c <br />r- O o <br />W <br />WLL0 <br />05 °J m <br />Z <br />u) �Z d <br />N O U < <br />Z <br />W <br />� <br />❑ ❑ <br />V M � <br />00 <br />Q <br />7 <br />a <br />E3 <br />N <br />- <br />z <br />-a <br />0 <br />a--j <br />p a <br />m <br />U <br />-- <br />0 <br />w s <br />in <br />f6 <br />� <br />U c <br />,. <br />J E <br />I <br />as U ) <br />Q N <br />• <br />Sm <br />0 <br />M <br />—J <br />z � <br />tt <br />Z <br />G <br />UL <br />� <br />Z O <br />z <br />> <br /><o <br />E U <br />wz <br />ca <br />O C <br />o <br />Z <br />Z <br />N t <br />o <br />ttw <br />L <br />iL <br />C <br />j C <br />Q O <br />z3Y <br />o <br />m 0 <br />o0 <br />Z <br />z <br /><� <br />�z <br />o� <br /><o <br />W <br />T <br />`/ <br />o <br />m <br />2< <br />a� <br />¢ <br />N <br />J <br />0 <br />as <br />K <br />0tz <br />� <br />'a <br />v <br />zl< <br />0 3 <br />0 <br />c O <br />4)LO <br />N <br />L1� <br />rn <br />m <br />�.LO <br />Q <br />O <br />F— <br />00 <br />O <br />Oa <br />0 <br />O <br />,— <br />U <br />U) o <br />N <br />m <br />>, <br />Q <br />LO <br />U- <br />L01 <br />n <br />cv ch <br />O <br />m N <br />U) <br />cV <br />NQ <br />co � <br />T <br />E <br />00 <br />d' <br />z <br />M <br />Z <br />E O <br />N <br />N <br />m <br />E <br />of <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />