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.J <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 />13/4x11 <br />J 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 />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />_-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 />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 112" 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 WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />E--� <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />,X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />FLOOR <br />JOIST <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 />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F) SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />B-� <br />2x12 SYP <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN a' <br />AND I" 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 />2x4 SYP BLOCKING <br />/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />(SIMPSON MTS12 wl <br />AND NAILED TO FLOOR WITH GLUE <br />/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) <br />CTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />—2x4 BLOCKING FOR 2xl2 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />IR TO CONC. W/ 4" XCONS @ 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 />G.1y — <br />TOP OF <br />STRINGER <br />V5 <br />/ TREAD-:,-, <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP 1� <br />MUST NOT TOUCH <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />rl <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />N <br />(MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER <br />(114)4) 10d <br />0d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />\ <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />PLYWOOD <br />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 />ZINGER <br />GLUED <br />D NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <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 />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />L/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMI N( <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKI <br />C--� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <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 j"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 />F SECTION VIEW <br />SCALE: i" = 1'-0" <br />PER CONTI <br />F-1 <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />:L POST LET 1 <br />(LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />\ 1 <br />(r <br />t.li II <br />z g <br />� N <br />N L00_ <br />fCI w <br />U <br />OLU <br />L <br />O <br />t— <br />' <br />O 8 <br />z <br />fAZ M §NN= � z° <br />~ <br />DC !►E� tPPp�fa <br />gN� W <br />Ell � m <br />N <br />< <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />w <br />M <br />U_ <br />E <br />� <br />0 <br />aff® <br />Z <br />Q <br />E OV <br />CL <br />of <br />w? <br />o <br />gsgZ. <br />oa <br />s�o <br />z <br />c�, IM <br />� 8 <br />• rp <br />c <br />o <br />z� <br />z <br />� J <br />g <br />�0 <br />° <br />c <br />•° T <br />> Lo <br />L <br />> >_ <br />00 <br />.� <br />C) <br />� <br />m U <br />C <br />O <br />-�_ � <br />�' <br />(V <br />_ <br />oo O <br />00 000) C <br />r <br />r�0 <br />O Cr) N <br />O <br />z <br />Z <br />7 N <br />E �' <br />E <br />r0 <br />c <br />EL <br />U _j Q 0 <br />JOB <br />NO : 19-5895 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />