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THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VI EW <br />SCALE: " = 1'4" <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 J" <br />AND 2' 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 <br />blocking <br />strap (U <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 />FAII <br />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT C,.. �. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <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 />B2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER (`SIDE) TO BOTTOM EDGE OF 2x12 <br />i STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />2x4 SYP BLOCKING L <br />ACH ALL COMPONENTS <br />FOR STRAP STAIR TO CONC. W/" X <br />I PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />14 <br />2x4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />CTI ON VIEW "D" <br />SCALE: 1" = V-0" <br />tea" 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 />—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" = V-0" <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1 GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />-3/4 PLYV\ <br />ON DECIN <br />`-2x8 SYF <br />AND Nf <br />FRAMI I` <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />'ER <br />T <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />oF_vcL uwcv <br />AND NAILED TO <br />LVL <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT <br />OF NEWEL POST <br />PER CONTRACT <br />)ER PROVIDE SOLID BLOCKING <br />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 />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />BLOCKING <br />SCALE: 1" = V-0" <br />J 1 /-XI M I..UIVO I MUU I IUN Ur. I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />UVALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />2X <br />USP (- <br />u <br />_ POST LET INTO <br />_OCK <br />DE <br />ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />C9 <br />zM <br />0 <br />z� <br />Q <br />J <br />U) z <br />V) 0 <br />�LUCA <br />I <br />C) <br />w <br />O C <br />F- <br />E <br />vi <br />0 <br />H- <br />_o <br />CO 1` <br />U <br />I- E <br />— o <br />� M [h <br />270M <br />O o <br />0 <br />IL 00 <br />Ie ~ <br />Y <br /><C rn <br />� <br />m Q o <br />NN pC� <br />ao <br />co <br />N <br />a�•��q <br />I!� pe �aa°®J <br />V9 0. <br />U) <br />Z_y c,Ck <br />ii N <br />W <br />I <br />Z *-t <br />LLW J <br />To the best of the Engineer's kn6 � RR nformatiqQ <br />belief, the structural plans and spe i i g ii r�t i� RiN� <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 />z� <br />ow <br />�>+O <br />M <br />QUj -gyp <br />U� <br />CL .-. <br />U p„ 00 <br />Q 1.10 <br />E <br />z <br />W <br />J� <br />d- <br />J <br />oz <br />zo <br />z d <br />Wa�CE <br />Uz�0 <br />Zww� <br />up <br />n- , n <br />0�8 <br />U�rcO <br />oz <br />zo <br />} <br />Llri <br />U) <br />__j <br />J <br />z <br />g <br />0 <br />Ln <br />z <br />> <br />N <br />ID <br />o <br />U <br />to <br />CD <br />J Q <br />J <br />�� <br />LU <br />0�Go <br />_z <br />Cc <br />U�ma <br />N <br />LL <br />Zoe <br />Q <br />O <br />z <br />Z <br />N <br />Lii <br />W0a �o <br />w 0 <br />�ao5 <br />W <br />J <br />ri <br />LI.J <br />Q <br />di <br />Z <br />m Q z o <br />uj <br />00 <br />rn <br />Lr) <br />Z <br />aLuz <br />a <br />V)z <br />m <br />0 <br />Q <br />J <br />= <br />a z <br />U-1 <br />rl <br />d <br />(n <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />-- - i _, 1 - 1- i1h i <br />