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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 />s 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 />Al 2x4 PT NOTCH-, <br />INTO STRINGER <br />H D <br />-.-2x8 BLOCKING FOR STRAP <br />FLOOR <br />JOIST <br />MINIM <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />I_T <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT I <br />BEARS IN WALL I <br />—2x12 SYP <br />BEARS IN WALL' <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" NAIL <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F 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 rSTRINGER <br />MAINTAIN BETWEENZ�_ <br />AND �" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />a 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS / <br />I I <br />-----fx4 BLOCKING FOR 2x12 <br />-- <br />2x4 PT UNDER 2x12 �J <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />ATTACH ALL COMPONENTS / <br />/ \ OF STAIR TO CONC. W/a' X <br />2 2' 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 4' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE [ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />G.1 �- <br />TOP OF / <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER / <br />/ 2x4 DRAFT <br />SYP / / XSTOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />Zzz""�f VT2xSYPCUTTOFIT / STRINGERS <br />G <br />2x8 SYP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />PLAN VIEW 2x4 CUT ON BEVEL <br />DOES NOT BEAR IN � <br />SCALE: Z' = 1'-0" WALL <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 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS- <br />\ <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />N-,lI <br />4' it <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILINGPOINTS LL; <br />X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:' = 1'-0" <br />BEARS IN WALL <br />2x12 SYP BEAR I I <br />IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP / STRINGER <br />/ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO — <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />FOE�E4 2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'4" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />�i <br />12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix4/GLUED AND NAILED TO STRINGER <br />,�OR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C --' NOTE: 2x8 % <br />DRYWALL STOP / <br />\ NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />/ GIRDER, FIELD VERIFY OF NEWEL POS-. <br />\ PER CONTRACT <br />(2) LAYER 4" 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-0" <br />Al <br />F SECTION VIEW <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 />POST LET INTO <br />_OCK <br />DE <br />ING <br />M BLOCKING <br />'OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS2 w/ <br />10d x 1 1 /2" NAILS <br />3R� OR 2X BLOC�NG <br />RISER, / <br />VAP[Pq_ _ <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />t%4 <br />,. CL <br />LO <br />y, <br />LO <br />;as4i�381{{{ PdJ } <br />V�31 <br />�.ro .i — <br />ok <br />•.,° F L tir <br />y� <br />A����� '9OFE 00'- <br />��"�P <br />19! ellv0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />0 <br />W ' E <br />QO co 8 N 1 co it <br />'0' N " E# LL <br />A <br />q 7L'- �; o? g <br />V <br />a <br />U) r- r a LL w <br />Q em n Y <br />a LL a uj Z2 <br />6 <br />0 <br />L f2 <br />N <br />99 NA Z� E _.' - <br />a <br />ILLLWin�pj°' <br />ZcoMZ �v>p <br />ci ¢ U y <br />z OU ❑O❑ <br />W <br />N O <br />�o <br />� <br />QNQ <br />O Q <br />J <br />N <br />cn <br />in z v <br />C� o <br />Emi <br />c,, <br />w c <br />° <br />V <br />OLu o <br />ct,v <br />- �_ <br />wa <br />M <br />U <br />r- - pE <br />as W J <br />L V <br />I <br />z <br />NWA () o o <br />r, co <br />Ws <br />i-4 <br />o <br />co <br />w <br />M <br />M <br />z ¢ <br />o <br />z <br />z <br />J <br />LL <br />"z <br />P <br />� o <br />z <br />° <br />Z o <br />z <br />�= <br />0 <br />o' <br />C <br />OE <br />N <br />X V <br />�¢ <br />> O <br />o< <br />az <br />¢ <br />L <br />CY <br />p <br />z <br />. <br />O <br />o� <br />z' <br />NJ <br />a <br />4z <br />zz <br />3 <br />0 <br />�o <br />Q <br />w <br />a <br />U <br />z <br />=F <br />O <br />COp <br />w� <br />w <br />YO <br />2F <br />S <br />z'¢ <br />0 0 <br />a O <br />>L6 <br />0 <br />ui <br />rn <br />m <br />m <br />O <br />N <br />� <br />r <br />=) �r_Cr <br />U <br />^ <br />vJ o <br />m <br />0 <br />N <br />N <br />LO <br />N <br />Lo <br />m <br />o <br />z <br />E r <br />cu <br />a <br />v <br />v 0 ¢ o <br />c <br />JOB <br />NO: 22-02362 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />