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iX <br />cN <br />LO <br />LO <br />=> <br />C14 <br />C> <br />CD <br />00 <br />r") <br />C"4 <br />LO <br />Cr <br />V) <br />co <br />LID <br />0- <br />=0 <br />Q <br />ci <br />C14 <br />C14 <br />0- <br />E <br />E <br />0 <br />19 <br /><1 <br />E2 <br />E <br />15 <br />.ck> <br />31 <br />CL <br />Z <br />CL <br />C*4 <br />C3- <br />C� <br />C14 <br />C'4 <br />P <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 />13/4x 11 <br />'VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FU <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 D WALL GLUED TO <br />2x8 <br />F <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />I—__— I — <br />16 2X4 PT NOTC <br />I <br />INTO S RINGER —=I <br />%, L— D <br />2X8 SYP <br />---2x8 BLOCKING FOR STRAP <br />STI <br />L-1x4 blocking <br />Sl MPSON MSTA21 W/ (16) 1 Od NAI LS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE.-T 1'-O�' <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 />2xl 2 TREAD <br />GLUED AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />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 />... 114 4 <br />\/-2x8 SYP DRYWALL STOP MUST <br />L/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: <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl 2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />N�:1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER\-��� (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "All SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1 1'-0" SCALE: 1 1'-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />D <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />--77\ <br />STRINGER [STRINGER <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />P CTI <br />CTI <br />PROTECTION <br />.nMp <br />ATTACH ALL COMPONENTS <br />CA A(MAl I P <br />O�' <br />W "X <br />OF STAIR TO CONC. W/ T'X <br />y " 0 C <br />2 J'TAPCONS @ 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 />"1Z <br />VIC11 <br />1 SECTION VIEW <br />SCALE: 1 1'-0" <br />TOP OF <br />STRINGER <br />:f 61, <br />1x4 GLUED AND NAILED TO STRINGER <br />TREAD_�, <br />2x4 DRAFT <br />STOP 41 <br />2x8 SYP DRYWALL STOP <br />Z <br />L <br />MUSTNOTTOUCH <br />2x SYP CUT TO FIT <br />STRINGERS <br />G <br />BEARS IN WALL <br />2x12 SYP BEARS <br />IN WALL <br />2x4 BLOCKING FOR 2x12 SIMPSON A�35� <br />OR LSC EACH <br />2x4 PT UNDER 2x12 'C' <br />OO�N�B�EVEL <br />A <br />2x6 SYP <br />SIMPSON A35 OR"'� <br />2x4 SYP BLOCKING <br />FOR STRAP <br />LSC EACH <br />STRINGER— <br />2X4 PT NOTCHED INTO STRINGER <br />(SIMPSONMTS12w/ <br />0 4) 1 Od x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2X4 CUT <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION <br />VIEW "D" <br />SECTION VIEW "Ell <br />SCALE: 1 V-13" <br />SCALE: 1" 1'-0" <br />FILLER STRIPS ADDED <br />PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />—2 SYP CUT TO FIT <br />IN WALL <br />BEARS <br />_----2xl2 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1 1'-0" <br />NGER <br />3LUED <br />NAILED <br />SECTION D—D <br />SCALE:1 <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 -AT <br />STRINGER CONTACT <br />POINTS <br />H 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS1 2 W/ <br />(14) 1 Od x 1 1/2" NAILS) <br />Nf2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4`GLUED AND NAILED TO STRINGER <br />>�,� OR DRYWALL SPACING <br />F <br />H <br />SECTION VIEW <br />SCALE: <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 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />PER CONTRACTOR <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1 V-10" <br />SECTION VIEW <br />Y-1 � <br />SCALE: 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 />SCALE: 1 1'-0 <br />STAIR CONSTRUCTION DETAILS <br />(I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />'4TO RIM BAND, <br />JD NAILED TO <br />VVALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2XSTRING�R <br />2X B <br />0 CKING <br />F <br />PSON MTS <br />2 W/ <br />10d x 1 1/2" N \ILS <br />D IR <br />3 <br />�RR <br />2X BLOC NG <br />IS <br />L <br />VARIES <br />ECTION VIEW 111-111 <br />SCALE: 1 1'-0" <br />% <br />0 <br />M;X <br />C: <br />M'," ov CU <br />a) <br />a) <br />W, <br />60-< <br /><t ca <br />0" <br />W, - d) _Q <br />C' <br />> M C) <br />a) <br />C <br />> 0. <br />C:) <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 7th Edition. Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W oo <br />cq, E <br />0 c) 8 <br />0 64 - <br />04 6 0) <br />0 C: <br />co Cl) u- <br />0 c? 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