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A <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 />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />D <br />2x8 BLOCKING FOR STRAP <br />�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: z' = 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 />E 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 114" <br />CD <br />AND 1/2" GAP TOP AND <br />Eo I 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 GLU <br />STRINGER CONTACT <br />POINTS <br />N <br />E <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />. 6" <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />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:" = 1'-0" <br />JOIST <br />WHIM <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />4(t_)SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />__-2x12 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />B-� <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 4" 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 77 <br />X11ILL <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LLLZ4 <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 />CTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />GN THIS STUD WITH FACE OF 2nd RISER ALI <br />6", <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />RAACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />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 />SECTION VIEW "C" <br />SCALE: 1" <br />TOP OF <br />TRFAD— '�— ,/'STRINGER <br />1X4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />R <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2X4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2X4 CUT ON BEVEL JLU <br />/ AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN / <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E" <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 />--2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />•2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2xl2 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-ArF <br />STRINGER CONTACT <br />POINTS <br />�i <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: J" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKI <br />C—� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />\ <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />! <br />BLOCKING <br />J71 <br />->< <br />M <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 B <br />OCKI NG <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW <br />"H" <br />SCALE: 1" = 1'-0" <br />o <br />tD <br />U) z <br />V) CD <br />� w <br />� p <br />'U — <br />w <br />O <br />T <br />0 <br />o 0 <br />C 04 <br />04 <br />`r-, <br />V <br />r <br />U <br />, <br />M <br />mM Cl)W C W2-0 <br />O o N <br />z <br />_r_U_00 <br />ct�T <br />rn <br />o 0 <br />rn Q d <br />1 <br />NNCBDC <br />® <br />i' <br />C <br />n, <br />. � N <br />0 <br />o <br />_w ff tsY <br />t <br />�a <br />LL Pm <br />�6 <br />,�j ��.a..�..a <br />P�1p rra ws i O <br />To the best of the EngineersI�, ijj n, and <br />belief, the structural plans and speEifice,ZpAtc�'ontained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />oN <br />Z <br />0 � � <br />>U,°CD <br />M <br />Q 0 Ln <br />Q�U <br />U Q� <br />3 <br />Z <br />W <br />110 <br />d' <br />J <br />oZ <br />�o <br />W� <br />z a <br />�a <br />WzQ�n: <br />ZLUW� <br />U Z Q <br />1—�zZ <br />.2 <br />Oceu-o <br />U�rzCq <br />_ <br />N <br />Z Z <br />> <br />.._! <br />Qo <br />Z W <br />LJJ <br />o <br />O <br />�a <br />U <br />= <br />N <br />0 <br />g <br />Lu <br />9�o <br />� <br />0 <br />0 <br />: Y P <br />J <br />� <br />AU <br />U � m J <br />N£.. <br />ooQo¢ <br />V� <br />z <br />W <br />W 5 2 <br />aQ-�o <br />Lr) <br />lJ_I <br />QQ <br />6i <br />UP) 8z c <br />U <br />O <br />L <br />W98 <br />?u <br />Z <br />U <br />z <br />ca 0 <br />o <br />g <br />i <br />z <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. <br />5al <br />SHEET NO. <br />ST <br />