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SCALE: i,. = 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 />\0" <br />MALL <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 J" <br />�� AND Z" 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 />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP / <br />BEARS IN WALL x4 BLOCKING FOR 2x12 C <br />2x4 PT UNDER 2x12 <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/a' X <br />AND NATOD HEDFTO TRIH GLUE FOR STRAP2x4 PT {SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ I" X \ NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. / <br />/I EW it /\ it <br />SCALE: 1" = V-0" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />i <br />E <br />7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/(14) 1pd x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <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 />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <br />— <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 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 />NAILEE <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: 4" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS <br />�7 <br />J <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "Ell <br />SCALE: 1" = V-0" <br />`f-2x8 SYP DRYWALL STOP MUST <br />1x4/NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: J" = 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 />G. I SECTION VIEW IIC11 <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP N <br />-2x8 SYP DRYWALL STOP r <br />MUST NOT TOUCH <br />STRINGERS G <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <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 "G11 <br />SCALE: 1 1'-0" <br />f SECTION VIEW <br />SCALE: 1" = 1'-0" <br />CONN. TO <br />OF NEWEL <br />PER CONT <br />F] <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 />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 1IX17 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 />:L POST LET <br />;LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <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 NG <br />RIS R <br />VARIES <br />ECTION VIEW "H11 <br />SCALE: 1" = 1'-0" <br />Q <br />n � <br />N O <br />I O <br />O <br />2 <br />Q v <br />J M <br />� N <br />M <br />U) W <br />o <br />u <br />O <br />}� <br />J <br />V W O <br />Q Q <br />.0 <br />� � o <br />U C° <br />�- T E <br />UsO y <br />N <br />0 <br />u <br />N N <br />2� 0 <br />Z W <br />Im�r <br />W Q `jb�= tizzy p y yay <br />Z 0 <br />'r <br />=�V <br />tea. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r— <br />C <br />W <br />z <br />CO <br />M <br />U- <br />Q E <br />Q <br />m <br />O <br />00 <br />4 <br />g <br />6N <br />2® <br />oa <br />� <br />CN <br />a <br />W zo <br />Q <br />OQ <br />w W <br />�J <br />w <br />L <br />Ry <br />C <br />z0 <br />. <br />m 6 <br />z <br />Z� <br />>Z <br />co J <br />v <br /><� <br />zz <br />g° <br />8a <br />a <br />Z <br />CIF <br />V <br />za <br />a <br />°3 <br />c� <br />0 <br />.N <br />> M <br />^L` <br />W <br />N <br />■— <br />r <br />r1 <br />C) <br />Q <br />Y <br />U <br />N <br />CIL <br />� m N <br />T <br />r <br />o <br />a) <br />N <br />LO■ <br />00 <br />N= <br />O <br />N rn N <br />r <br />ai <br />LO <br />T T- N <br />CD <br />o <br />c <br />E ai <br />c <br />cc <br />a <br />U <br />JOB <br />NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />