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II -purr rjj <br />3 <br />m <br />04 <br />N <br />i' <br />0 <br />_v_ <br />x <br />0 <br />0 <br />t2 <br />Ln <br />m <br />LO <br />N <br />CM <br />C <br />s <br />0 <br />0 <br />J <br />t2 <br />LO <br />I <br />/ <br />Lv <br />z <br />iY <br />3 <br />a <br />0 <br />a <br />N <br />L <br />C <br />d <br />i <br />0 <br />v <br />0 <br />U <br />i <br />0 <br />d <br />0 <br />i <br />0 <br />v <br />0. <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />z <br />LO <br />.o <br />fn <br />Q <br />R <br />rm <br />0 <br />N <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 />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />FLOOR <br />JOIST <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 />D D WALL GLUED TO <br />1 1 F 2x8 <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />-2x8 BLOCKING FOR STRAP 2x8 SYP <br />f-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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED — i <br />/ <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:' = 1'-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR /// ZL <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 />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 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" NAILS) <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP 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 />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ I" X <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 T" TAPCONS @ MAX. 32" O.C. / <br />G.1y <br />TOP OF <br />..ff11 STRINGER <br />VS <br />/ TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT=7' <br />r <br />STOP '� [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />/ AT STRINGER CONTACT POINTS \ <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />Z t PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />—STRINGER <br />2x4 GLUED <br />AND 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 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 />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />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 />STRINGER <br />(2) LAYER" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1"X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />PER CONTRACT <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 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />NVALLJOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />kRING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />L POST LET INTO <br />iLOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />)�E <br />w <br />0.4 <br />eGj <br />'• <br />!� <br />F L( <br />''••.......••� <br />�'/z l <br />�RO1ESslo <br />irin11 <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 />Residential <br />7th Edition. 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