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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 />1 3/4 x 11. <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH---, <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <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 />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 />2x12 TREAD <br />GLUED AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—� <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />�17L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ _ _ 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />E <br />SYP <br />2x8 SYP <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 2KWALL GLUED TO <br />I 2x8 <br />F <br />�A <br />ALIGN THIS STUD WITH <br />rFACE OF 2ND RISER <br />—2x SYP CUT TO FIT 1 f <br />BEARS IN WALL 1 <br />------12x12 SYP <br />BEARS IN WALL I I <br />'-2x6 SYP I 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (MTS12 w! <br />/ AT STRINGER CONTACT POINTS (114)4) 10d N 0d x 1 1/2" / <br />NAILS) / <br />/ <br />SECTION VIEW "A" <br />SECTION VIEW "B" <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 />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" <br />AND J" 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 />-I-2x4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE I <br />\ PROTECTION <br />LAACH ALL COMPONENTS / <br />STAIR TO CONC. W/J" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ <br />/ <br />G-11-1 <br />TOP OF / \ <br />\ STRINGER--,/ <br />TREAD1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT ` ;1 <br />STOP [ <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 />I SIMPSON A35 \ <br />IN WALL 2x4 BLOCKING FOR 2x12 <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP / 1 <br />\ 2x4 SYP BLOCKING <br />SIMPSON A35 OR9 <br />FOR STRAP <br />LSC EACH <br />STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />/ AT STRINGER CONTACT POINTS NAILS) <br />2x4 CUT ON BEVEL \ / <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D11 SECTION VIEW "E" <br />RA <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />4 BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = 1'-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—i' <br />AT STRINGER CONTACT <br />POINTS <br />XXA2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />f 2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4'/GLUED AND NAILED TO STRINGER <br />\ AeOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />ON <br />F <br />F <br />-2x4 <br />STC <br />2x4 <br />SCALE: 1" = 1'-0" <br />` NOTE: 2x8 1 <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 <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />I <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <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 <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />JOINT <br />TO <br />IISTS) <br />NAILED AND <br />I TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />TO <br />11STS) <br />H <br />II/ - 2X STRINGER <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />D OR 2X BLOCKING <br />3 D /� <br />RISIT <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />a+s <br />ia <br />• N <br />t� <br />r <br />,ac <br />W <br />2L N CM <br />T� <br />.6.� <br />Cif <br />_ m x <br />�r <br />'tA ro N t <br />N <br />� <br />r <br />s <br />C ^� <br />�m�sa <br />N <br />C, <br />C G <br />o <br />c rj <br />t l t111/►F� <br />\�``��\``��Uitt <br />p,RO <br />Why <br />\ <br />.. <br />CLew <br />• <br />_ U "� 0 <br />h61 . <br />F O <br />� AD ~ •• �����1� <br />,... <br />O fit <br />",esS S l <br />� <br />4,111//d/lttt'~l1l'.e��\ <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 2020 Florida Building Code . <br />Residential 7th Edition. 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