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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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <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. " = l'-0" <br />E: <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 />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 />2xi <br />I DFrFTS P <br />2X4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2xl2 NAILING <br />POINTS / \ _ 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />i <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />i <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ <br />12x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />_---2x12 SYP BEARS IN WALL B <br />I <br />'-2x6 SYP / <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" NAILS <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />F 2x8 <br />SECTION. VIEW "A" <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 I" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER /� <br />2x4 BEHIND RISER i <br />BLOCKING FOR <br />,,--lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD j <br />\STOP / � <br />--2x8 SYP DRYWALL STOPT NO OUCH STRINGERS MUST / <br />I14 <br />----2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 ,�,� I <br />I ROVIDE MOISTURE ' <br />-7 \ PROTECTION / <br />ATTACH ALL COMPONENTS / <br />\ OF STAIR TO CONC. W/4" X <br />\ 2 J" TAPCONS @ MAX. 32" O.C. <br />'--ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "B" <br />SCALE: 1" = l'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING 1 <br />1x4 GLUED AND NAILED TO STRINGER \\ <br />/ 2x4 DRAFT <br />STOP <br />/ 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />' 2x SYP CUT TO FIT I 1 STRINGERS G <br />BEARS IN WALL I I <br />2xl2 SYP BE IE \ <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I OR LSC EACH <br />2x4 PT UNDER 2xl2 <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN \ _ <br />WALL <br />2x6 SYP <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (N MTS12 w/ <br />\ (114)4) 10d0d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE i <br />/ AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED 8r SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND 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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -ATE <br />STRINGER CONTACT <br />POINTS <br />�J <br />`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L41LUED AND NAILED TO STRINGER <br />\ .KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />E SECTION VIEW <br />SCALE: j" = l'-0" <br />SCALE: 1" = l'-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 />C —� NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />Gall _ <br />TOP OF \ <br />STRINGER <br />licitSECTION VIEW <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />STRINGER \< <br />(2) LAYER" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1"X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />WJ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = l'-0" <br />F SECTION VIEW <br />SCALE: I" =1'-0" <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 />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 />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF l lX17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = l'-0" <br />JOINT <br />TO <br />IISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />H <br />2X BLII/ 2X STRINAR <br />OCKING <br />PSON MTSi2 w/ ' <br />10d x 1 1/2" iVAlLS <br />\2ND OR 2X BL05KING <br />34D <br />RISLr2 / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N � O <br />N <br />SUN <br />co <br />N <br />r <br />O <br />C N L <br />r <br />CD c6 <br />V �I S <br />Q) P,) <br />) <br />O <br />3 o C- _II w <br />G <br />O O <br />L) <br />0 Uj <br />61— <br />W N <br />\, , <br />Y 5 <br />t <br />i s P <br />L. O� . <br />��•��si <br />oho � ...... o N h <br />11l 11't { 11101% <br />\\ <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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