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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 />13/4x11 <br />J 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 />D <br />-2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILSY-AE <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 />LX8 <br />`f2SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />I — <br />f A <br />ALIGN THIS STUD WITH <br />r FACE OF 2ND RISER <br />i <br />/ I <br />—�2x SYP CUT TO FIT I I <br />BEARS IN WALL I <br />-- 2x12 SYP <br />BEARS IN WALL I I <br />'--2x6 SYP / 1 <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 \ NAILS)d x 1 1/2" / <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />2x12 SYP <br />STRINGER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER oo <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />,,,�-2x13 SYP NO TOUCH ALL STOP MUST <br />STRINGERS T/ <br />_44x4 BLOCKING FOR 2x12 i� I <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE / <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 J" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING '- <br />GA <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP ' <br />MUST NOT TOUCH <br />I 2x SYP CUT TO FIT I STRINGERS <br />BEARS IN WALL I <br />I 2x12 SYP BEAR <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN \ _ <br />WALL <br />2x6 SYP I STRINGER <br />/ \ 2x4 SYP BLOCKING <br />OPTION: 2X4 CUT ON <br />FOR STRAP <br />/ \ (SIMPSON MTS12 w/ / BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT <br />(14) 10d x 1 1/2" <br />/ AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3 — <br />/ / AT STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUT---i <br />AT STRINGER CONTACT <br />POINTS <br />.1 <br />SCALE: 1" = 1'-0" <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LALUED AND NAILED TO STRINGER <br />\ .KOR DRYWALL SPACING <br />___1 <br />H <br />SECTION VIEW "E" <br />/1 SECTION VIEW <br />SCALE: 1" = 1'-0" <br />-3/4 PLYV <br />ON DECI <br />—2x8 SY <br />AND N, <br />FRAMII <br />2x4 DRAF <br />STOP <br />2x4 BLOC <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />\ /V <br />F] <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" = 1'-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" = 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 />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 />)ISTS) <br />H <br />11/ 2X STRINAR <br />2X BLLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />\34D OR 346 2X BLOCKING <br />RISK / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'4" <br />40 <br />% <br />� <br />c <br />o <br />� o <br />--�mx <br />y is o <br />� dog <br />d <br />E c <br />CD o = a <br />s o p <br />a+ ry <br />Vim. a <br />c <br />f0 ,7 <br />a� <br />CM <br />0 <br />N <br />N <br />0 <br />0 <br />s•'� ..c'i.. <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 <br />7th Edition. 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