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Z' <br />Q <br />LO <br />Zi <br />U_j <br />LZ <br />!2 <br />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 />13/4 x 11 <br />JVL <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 />I <br />2X4 PT NOTCH—, H <br />1 1 _17 I <br />INTO STRINGER I <br />L_ D - <br />---9x8 BLOCKING FOR STRAP <br />L--lx4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAILS <br />Y ^E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE7T To;, <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR NTH 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 />I �t2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1'-0" <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />Ae�� <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />Z/ <br />SIMPSON A35 ORA <br />LSC EACH <br />X <br />STRINGER <br />2x4 CUT ON BEVEL< <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />WIWI <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------ 2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD NTH <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" <br />NAILS) <br />CTION VIEW "All <br />SECTION VIEW "B"­ <br />SCALE: 1 V-10" SCALE: 1 V-10" <br />LIGN THIS STUD NTH FACE OF 2nd RISER <br />61+ <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND 4" 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 <br />STRAP GLUED TO <br />—2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />-ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ T'X <br />2 TAPCONS @ MAX. 32" O.C. <br />G-1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />2x SYP CUT TO FIT <br />STRINGERS <br />G <br />BEARS IN WALL <br />2X1 2 SYP BE AR' <br />IN WALL E <br />v <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />SIMPSON AL35 <br />OR LSC EACH <br />STRINGER- <br />2X6 SYP <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS <br />P BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />(14) 10d x 1 1r2" <br />NAILS) <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />CTION VIEW "D" <br />BULLNOS <br />SCALE: 1 V-0" <br />PLYWOOD <br />4 --2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-------2xl2 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1 V-0" <br />NGER <br />FA <br />3LUED <br />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 <br />2xl 2 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE ­ <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 11 V-01. <br />H <br />2X4 SYP BLOCKING <br />FOR STRAP <br />'�m(SIMPSON MTS12 w/ <br />�� I 1 (14) 1 Od x 1 1/2" <br />NAILS) <br />H <br />L't2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />IX4'GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: 1 V-0" <br />y^E SECTION VIEW <br />SCALE: 1'-0' <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />Rx4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />cr� <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W1 J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />NAILED TO STRINGER <br />OVIDE MOIS/TURE <br />PROTECTION <br />\LA A HA OMPONEN S <br />_r r <br />CONC W1 i' X <br />@ MAX - 32.0. C. <br />C LL C <br />0 STAIR To <br />TAPCONS <br />1 X4 GLUED AND <br />NAILED To STRI GER <br />11CIll <br />SECTION VIEW F <br />SCALE: 1 V-011 <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />--7/ <br />1 <br />PROVIDE SOLID BLOCKING <br />- (2) LAYER t'EDGE <br />GOLD <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />OR 1 j"X16" LVL <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1 T-10" <br />F%SECTION VIEW <br />41, = V-01; <br />SCALE: <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 V-0" <br />(WALL JOINT <br />YWALL TO <br />IER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />0NG WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />iER JOISTS) <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 />2X STRING�R <br />2X B CKING <br />0 <br />i <br />W/ <br />SIMPSON MTS 2 w/ <br />?0 <br />(14) 1 Od x 1 1/2" NAILS <br />AILS <br />DOR <br />D ORJ� <br />3 <br />y c1l, <br />2X BLOC NG <br />RIS <br />IS <br />VARIES <br />SECTION VIEW 111-111 <br />SCALE: V'= V-0' <br />C= <br />151 <br />C%j <br />Uj <br />cc <br />CL. <br />c: <br />_r <br />r <br />12 <br />C'+ <br />/'0' <br />1 0� <br />0, <br />""Illif <br />III <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 <br />7th Edition. 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