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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 />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />,i-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 />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 />\9 / <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 />1 2x� <br />` DRAFT S P <br />I t I 1 11111 <br />2x4 PT NOTCHED INTO 1 <br />STRINGER AND TAPCONED\ x8 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 X4 GLUED AND NAILED TO STRINGER <br />C FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2..= 1'-0" <br />AIil6il <br />91111� <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FULL / <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 />17zl, <br />2x SYP CUT TO FIT ' I <br />BEARS IN WALL I <br />_-- --- 2xl2 SYP <br />BEARS IN WALL B <br />I00 <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) <br />x 1 1/2" <br />/ \ NAI� <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />—3/4" RISER CUT TO FIT <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 />1 G D AND NAILED TO STRINGER <br />2x12 SYP ( SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />— x4 LUE STRAP GLUED TO \ <br />2x4 DRAFT RISER AND TREAD <br />STOP / <br />ALL STOP <br />NOT TOUCH S RINGERS MUST / <br />---4-2x4 BLOCKING FOR 2x12 � I <br />2x4 PT UNDER 2x12 <br />\\ ROVIDE MOISTURE <br />PROTECTION <br />ATTAC <br />ALL <br />COMPON <br />OF STAIR TO CONC. WET' XS / <br />2" TAPCONALLS @ 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 />G-1 _ <br />TOP OF I \ <br />STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER \` <br />/ \ / STODRAFT [ <br />/ / 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH I <br />I 2x SYP CUT TO FIT I 1 STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR IE I \ <br />2x4 BLOCKING FOR 2x12 SIMPSON A3 < <br />IN WALL I 2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP / 1 <br />SIMPSON A35 OR \ FOR TRAP 2A SYP BLOCKING / <br />LSC EACH XT <br />STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d 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 "D" SECTION VIEW "Ell <br />SCALE: 1" = T-0" SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-�xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—� <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = T-0" <br />`t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />ka <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />\ / <br />—' STAIR CONSTRUCTION DETAILS <br />E SECTION VIEW <br />SCALE: J" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />\ V <br />STRINGER \< <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1"X16" LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-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 <br />BLOCKING <br />SECTIO <br />N VIEW <br />SCALE: 4" = V-0" <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 />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 />FLOOR <br />TRUSSES <br />JOINT <br />LTO <br />)ISTS) u <br />rr/ 2X STRING�R <br />2X BLLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2" AILS <br />\2[VD OR �f <br />2X 131_05fING <br />3 <br />RISLN; /r <br />ECTION VIEW "H" <br />SCALE: 1' = 1 -0 <br />era <br />cwr <br />=o <br />O t <br />-�► ' <br />R V N <br />-- -o m ac <br />o ` <br />M^CIA <br />d <br />;Ln <br />mdd� <br />> C G1 <br />d � <br />n <br />e <br />a• w <br />�N <br />•SE.• <br />•• <br />'G 0 <br />:. f <br />4 <br />. <br />=U <br />�cCK <br />Kl�, <br />-54 <br />' <br />F t <br />/ <br />ROfES0� <br />, <br />l�y1`/tliti'1{i{Il`1%0 <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />4 <br />o 85 <br />aa�59 <br />(A <br />-) <br />2y <br />� S <br />M ep - , <br />LL LL LL aw <br />a, 0. <br />y <br />g <br />W <br />N <br />�irrn <br />co <br />d J <br />M Z <br />Z <br />J <br />OU <br />z <br />Z� <br />Q) <br />a <br />z <br />LL <br />0 <br />ro <br />N <br />O <br />W g <br />N <br />C � <br />w <br />Id <br />W <br />M <br />lL <br />E <br />N <br />of <br />oti <br />Z <br />a <br />q� <br />�a <br />Q <br />E <br />zQa <br />i <br />ado <br />m� <br />m <br />y� <br />8 <br />�o <br />U <br />a <br />W <br />L <br />y� <br />Z <br />=3 <br />J <br />=� <br />o <br />4= <br />c <br />o T <br />> d' <br />T <br />0) <br />m <br />N <br />CL>ca <br />C6 <br />A <br />3: <br />00 <br />_ <br />T <br />_ <br />co <br />Q <br />(n <br />M <br />C di <br />,M <br />CD <br />O <br />oa <br />T- <br />� <br />C <br />tt7 <br />p N <br />U-) <br />F=— <br />:n O <br />00 <br />O <br />0 <br />0) 04 <br />O <br />Q �r'8 <br />a <br />Lr) <br />«, <br />ui <br />m <br />Q <br />00 <br />M T <br />iri <br />T <br />c <br />Z <br />E <br />0 <br />W <br />d <br />c <br />U <br />a3 <br />¢ Q <br />c <br />JOB <br />NO : 22-12568-12561 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />