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2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND I" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />STRINGER MUST MAKE FUL T 2x4 BEHIND RISER <br />CONTACT WITH LANDING BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />FLOOR STOP <br />JOIST <br />2x8 SYP DRYWALL STOP MUST <br />J NOT TOUCH STRINGERS <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 />e 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 />L-1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <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 />7111� <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x4 CU <br />DOES <br />WALL <br />2x4 CUT C. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />T ON BEVEL <br />NOT BEAR IN <br />I PT NOTCHED IP <br />D NAILED TO FL( <br />STRINGER CON' <br />CTION VIEW "A" <br />SCALE. 1" - 1'-0" <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x4 PT NOTCHED IP <br />AND NAILED TO FL( <br />AT STRINGER CON <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />/—" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />�---2x12 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" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />3/4 PLYWOOD <br />ON DECK <br />AND J" GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 2x4 syp <br />AND NAILED TO <br />NAILED TO STRINGER blocking for <br />FRAMING <br />strap (U <br />2x4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER <br />CONTACT <br />POINTS <br />`2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />aLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />-3/4 PLYV\ <br />ON DECK <br />--2x8 SYI <br />AND N/ <br />FRAMIP <br />2x4 DRAF <br />STOP <br />2X4 BLOCV <br />SCALE: 1" = V-0" <br />'ER <br />A GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />'RI NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />2X4 CUT ON <br />BEVEL GLUED AND NAILED TO <br />LVL <br />SECTIO <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW <br />''C" <br />SCALE: 1 = 1 -0 <br />TOP OF <br />STRINGER <br />CONN. TO BOTTi <br />OF NEWEL POST <br />PER CONTRACT <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 16" VL 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 />N VIEW "G" BLOCKING <br />SCALE: 1" = V-0" <br />SCALE: 1" = 1'-0" <br />0 1 /rAI M UU 1 N O I MUU I IUIV Ur I f-XI LJ <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />L POST LET INTO <br />LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />kRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />2X <br />USP (1 <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Ur u7 <br />Z o <br />— o <br />Z <br />Q <br />z <br />O <br />� UI <br />Q) <br />va <br />w <br />w <br />ID O C <br />T <br />~ <br />E <br />o0 <br />�Vi <br />Co <br />N <br />V <br />w <br />F— <br />— U <br />cNM <br />C W Cl) <br />T 6 M <br />O 20 <br />u-op <br />pO <br />< CD <br />rn¢ 6 <br />A1 <br />B D® <br />N C B D C <br />0§ <br />\Ak&y�'N� 0��02„ , O <br />s� h� <br />U1 <br />o�yc��% <br />� Z <br />O <br />(5 04 <br />Q <br />J <br />tN� <br />66i ;�F1fA�d8lia�a <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z N <br />O N <br />�L)lMOO <br />M <br />Q � ,(0 Ln <br />2 <br />z <br />a. cn d' <br />Ul b <br />U- <br />< �. <br />U(U ,q <br />00 <br />Z�� <br />J � <br />W <br />d' <br />OR <br />3E3 <br />za <br />fa <br />Lu Qw <br />UZOp <br />Z W w <br />F j Z Z <br />d 0- J <br />8a�0 <br />U�F(N <br />L <br />� <br />z z <br />}o <br />Ln <br />J <br />g <br />4� <br />z <br />(v <br />�n <br />w <br />o <br />�_ <br />N <br />o <br />U <br />= <br />C3 <br />ZIa <br />Z_ <br />'o- <br />a°0 <br />F <br />3 <br />4�/ <br />�%�, <br />U <br />N <br />A <br />< <br />LL <br />o] <br />z¢�a <br />Z w C', J <br />1` <br />w s a <br />Q <br />Z <br />gr2: <br />w0o <br />Z <br />LU <br />L ri <br />w <br />w <br />Q E <br />J <br />ri <br />W <br />nQzo <br />Pia <br />Ln <br />M <br />� <br />Q <br />Q <br />Z <br />a <br />wWz <br />0,0 <br />z <br />�1 z <br />m <br />O <br />_' <br />z <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. � . O <br />SHEET NO. <br />ST <br />