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3 <br />v <br />_ <br />m <br />r- <br />Ln <br />N <br />_ <br />0 <br />J <br />to <br />LO <br />LD <br />I <br />0 <br />m <br />N <br />c <br />v <br />M <br />Cl <br />J <br />I_ <br />CO <br />L0 <br />I <br />0 <br />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 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 />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP B <br />BEARS IN WALL x4 BLOCKING FOR 2x12 �/ <br />2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVJECTION <br />PROT <br />LZATTACH ALL COMPONE <br />2x4 SYP BLOCKING IR TO CONC. W/4AND NAILOED TODFOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ CONS @MAX. 3 <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />/ 2 J" TAPCONS @ MAX. 32" O.C. / <br />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />/ 2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPES A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS \ <br />SCALE: ill= 1'-0" VVML ' / <br />SECTION VIEW "D" SECTION VIEW "E" <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 />0., <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 />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />INGER <br />GLUED <br />) NAILED <br />SECTION D-D <br />SCALE: 1" = 1'_0" <br />I <br />3/4 PLYWOOD <br />314" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 112" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED— i <br />NAILED <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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />3.1 <br />m <br />;4 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />C <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />SCALE: 1" = 1'-0" <br />Or <br />/ <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />CONN. TO BOTT <br />OF NEWEL POST <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 />: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 />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 <br />SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />> TOP PLATE <br />VTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />IRISR <br />L3� <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />��rarerrrrrrg <br />s <br />.......... <br />X;1� <br />tt <br />A � tt � <br />�b <br />� <br />•L <br />da <br />» ; v <br />{ <br />-, <br />I_ <br />dk <br />` <br />C) <br />6 <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 <br />Florida Building <br />Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />9'- <br />Q <br />cc <br />N p0�p0 <br />N # <br />ci <br />C',O p� <br />ON N <br />M N <br />cfl J <br />000 LL <br />J <br />LL <br />LL J d <br />a <br />N <br />C',LU <br />�miL <br />U. <br />' y <br />aair <br />Z <br />�cnrn <br />m.2 o <br />6 W o <br />m o <br />m <br />W <br />W <br />m oN <br />2 E c c <br />B o a <br />Z <br />& IL <br />�@ N p <br />N ;zcn z <br />E2� Lo <br />V 0 J <br />6U <br />❑❑❑ <br />Immiffiffill W <br />CD � <br />z o <br />z � <br />M <br />a <br />E3 <br />z2 <br />v <br />� <br />LL <br />_ <br />Y <br />w �- <br />o <br />� n <br />OW <br />V) <br />N^ <br />� <br />E <br />C o <br />` <br />V <br />= <br />o <br />_ <br />C)23 <br />Fri <br />rn w <br />'— m E <br />8 <br />I <br />_ 0 <br />U o <br />®0 <br />o <br />w <br />Mm <br />C',O <br />J <br />z <br />< <br />LL <br />Q <br />a <br />zo <br />o O <br />>N <br />< N <br />E o <br />W <br />2 0 <br />OO <br />O E <br />KO <br />oQ <br />wz <br />-z <br />N <br />o <br />6 <br />�w <br />a? L <br />RS <br />U) <br />0 <br />U <br />w O <br />ro <br />O <br />o � <br />Z <br />f� J <br />m <br />¢� <br />Q W <br />�Z <br />a° <br />won <br />U <br />S <br />ao <br />NW <br />�- <br />oLL <br />r3 <br />O <br />Ld <br />C7 <br />> O <br />CC, <br />v <br />za <br />a <br />°3 <br />�N <br />0 <br />= <br />>Lo <br />L <br />m <br />rn <br />m <br />Al <br />W <br />� <br />.! <br />M <br />LL <br />CD <br />C <br />L <br />/1 <br />0co <br />(� <br />cc <br />2 <br />o <br />LO <br />N <br />N <br />= <br />O <br />r <br />cM <br />N <br />04 r <br />o <br />Z <br />T <br />E Q <br />ti <br />z <br />@ <br />a <br />Eo <br />v _j <br />v w <br />Q o <br />c <br />c <br />JOB <br />NO: <br />20-3567 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />1 I T--T- -1 <br />