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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 />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH-, <br />INTO STRINGER <br />H D <br />-2x8 BLOCKING FOR STRAP <br />LAx4 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: " = V-0" <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 />FLOOR <br />JOIST <br />[7111 <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER-­J <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION <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 I I <br />'--2x6 SYP / \ <br />/ 2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER\ 7FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ <br />11-11 <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />' NAILS) <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT jSTRINGER <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 />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 l <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C I <br />I <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />/ ATTACH ALL COMPONENTS <br />\ OF STAIR TO CONC. W/ J" X / <br />2 t" TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS \ 1x4 GLUED AND / <br />OF STAIR TO CONC. W/ I" X \ NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING �r <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL. <br />DOES NOT BEAR IN <br />WALL <br />I EW "A" <br />G.1 ,- <br />TOP OF <br />STRINGER <br />bq <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP r'^' <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH 1 <br />2x SYP CUT TO FIT STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP /12STRINGER <br />/ 2x4 SYP BLOCKING OPTION: ZX4 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 GLU (14) 10d x 1 1/2" W/ SIMPSON H3 <br />AT STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />616 <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) / AND NAILED TO <br />NAILED TO STRINGER FRAMING <br />/ x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED --\ i NAILED <br />2x <br />ID FT ST P <br />2x4 PT NOTCHED INTO <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 L <br />x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />J <br />SCALE: 1" = 1'-0" <br />12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />�. ,,FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />3/4 PLYWOOC <br />ON DECK <br />--2x8 SYP GL! <br />AND NAILE[ <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 POST <br />\ PER CONTRACT <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'4" <br />r <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 />L POST LET INTO <br />!LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />L TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X BLOCKING -4 <br />PSON MTS12 w/ <br />10d x 1 1/2" \NAILS <br />2jdDD OR 2X BLOC ZING <br />RIS* / <br />VARIES 14 <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c*4 <br />ti <br />0 <br />a� <br />0 <br />C%1 <br />DC <br />o <br />ox <br />� <br />� o <br />a � o <br />cs ` <br />N <br />H 'C7 N L <br />E c <br />cu c s <br />3 3 <br />c a <br />i;-. c= .`e � <br />u� a t <br />c E <br />_ U <br />'�4C O <br />'z <br />,, <br />� 0 <br />� \ <br />r�'/1//; rl o;tttttE1s�, <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 <br />Florida Building Code - <br />Residentlel 7th Edldon, Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />H <br />v E <br />o roi 8 <br />0 <br />�-� <br />N <br />�J <br />d% <br />a <br />040 LL <br />N <br />C It <br />_ <br />JLLLL a <br />O1 0 <br />a <br />W <br />g0 �� Co w <br />&a <br />Co <br />-,-9 <br />= <br />N OU v <br />W <br />O❑ <br />QD v <br />G <br />(n <br />a <br />N <br />z 2 <br />v <br />u- <br />i-J <br />( . <br />cn <br />Lu 3 <br />o <br />U <br />2 <br />OLL <br />gj <br />N <br />c <br />LAJ <br />U <br />L__ <br />Q <br />sly <br />JZ <br />z <br />M <br />M <br />g <br />Z <br />q <br />LJL <br />E <br />io <br />�g <br />s" <br />fN <br />4R <br />E <br />O <br />H <br />r S <br />fo <br />z® <br />O a <br />E <br />oq <br />0o <br />Ka <br />z <br />coo <br />$i <br />wg <br />0z <br />�W <br />cn� <br /><o <br />x <br />�O <br />m� <br />o1 <br />z <br />J <br />qz <br />Y� <br />si <br />° <br />oz <br />41 <br />W <br />60 <br />�� <br />5 <br />g <br />O <br />>L6 <br />O <br />qt <br />M <br />c� <br />co <br />LO <br />co <br />N <br />a <br />Q <br />0 <br />N <br />� m <br />N <br />O <br />L1� <br />L O <br />.� <br />c) <br />O <br />m O <br />+ <br />VT <br />N N <br />L,n <br />r- <br />Q <br />04 <br />Tp <br />E <br />M <br />E M <br />d <br />ov <br />U <br />« <br />¢ p <br />c <br />_j <br />JOB <br />NO: <br />23-00511 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />