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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 />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 4" <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 <br />4RS IN WALL <br />2x12 SYP BBEARS IN WALL <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />L/ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/" XAND NAIOED TODOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ TAPCONS @M <br />. 32" O.C. <br />AT STRINGER CONTACT POINTS \ NAILS) x 1 1/2" ATTACOF STAIR TO CONC. WALL E�q' X NAINTS 1x4LED <br />GLUED <br />2 4" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER <br />(I EW "A" SECTION VIEW "B" G - 1-- SECTION VIEW "C" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ` SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />_\ TOP OF <br />6, �j� STRINGER <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />MALL <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED ZZa" 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" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <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 />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED---\ i <br />NAILEE <br />DRAFTS P <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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4' = 1'-0" <br />2x4 PT NOTCHED INTO t <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION <br />VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOTTOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4' = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYW( <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 />NOTSHOWN <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />^2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />11�� <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />—2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <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 BOTTOM <br />NEWEL POST LET INTO <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />❑ <br />2X8 BLOCKING <br />_ <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER 4" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />b��� <br />OR 1 4"X16" LVL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />SECTION VIEW <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />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 />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 <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />e� <br />eat <br />0 <br />t+.t; <br />CD <br />Y t o <br />69 <br />C cc <br />_ m x <br />LA-c'. <br />y c <br />es o <br />C. <br />xv CL �« <br />Ju <br />tj <br />j <br />d c r� <br />ve ea. �a <br />E <br />v4 0 <br />� G <br />C14 <br />CV <br />(Z> <br />CV <br />C'V <br />O <br />CZ)Y <br />• <br />lei <br />m <br />� h <br />, <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. 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