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ICII --III <br />3 <br />tY <br />W <br />I <br />0 <br />i <br />m <br />N <br />v <br />N <br />0 <br />J <br />n <br />N <br />0 <br />N <br />v <br />(10 <br />Cr <br />r <br />3 <br />tR <br />Q <br />N <br />0 <br />i <br />d <br />E <br />ayi <br />E <br />O <br />s <br />O <br />9 <br />N <br />E2 <br />U <br />v <br />U <br />.o <br />U <br />i <br />z <br />I <br />3 <br />i <br />c <br />0 <br />•V <br />J <br />t <br />N <br />N <br />N <br />cm <br />0 <br />a <br />N <br />(::I <br />C <br />N <br />im <br />m <br />v <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 />\ 0, <br />VVIALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />0 <br />3YP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <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 />I E W "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <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 />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 CJ <br />ROVIgMOISTURE/PROTATTACH ALL COMPONENOF STAIR TO CONC. W/I2 J" TAPCONS @ MAX. 32 <br />—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 />G. --- SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />/ TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT r <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (14) 0d (SIMPSON14)10d MTS12 w/ <br />x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS \ <br />CTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" 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" = 1'-0" <br />STRINGER <br />A <br />•2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />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 <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS <br />E <br />I `f2x8 SYP DRYWALL STOP MUST <br />IL/ 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: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: i" = 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 />C , <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />J <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />GIFLOORRDER, <br />TRUSS OR CONE. E BOTT <br />OS7 <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />F-1 <br />-(2) LAYER y" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 t'X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: i" = 1'-0" <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 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 />VVALL BELOW <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <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 ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />(ft S= O <br />C)Cj <br />" <br />X <br />c.--D <br />c� <br />c14 <br />`N <br />l� <br />J <br />6--�- <br />C <br />o <br />> <br />> W <br />Y ` S <br />„i <br />r, <br />r- LO, <br />i it <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />Q <br />o <br />O M U <br />Q <br />6 SO- u; <br />LL W <br />fA <br />N <br />CIO ter=� -' W a <br />m v� LL a Y <br />y <br />J LLl U1 (n <br />W u a <br />= <br />J a O <br />tmIt 0� <br />r f o O u� <br />N O <br />W <br />0 rn m m <br />Z <br />ILW <br />OD 0 0, 0 <br />N Cl)Z �rn0 <br />ZO <br />U U _j (n <br />W <br />o00 <br />z N M <br />8 <br />z <br />rQ � <br />a <br />N <br />N <br />C7 <br />z <br />� <br />A(v <br />w <br />U <br />—� <br />O <br />w $ <br />N <br />� � <br />U <br />J <br />E <br />if•,. <br />U o <br />• <br />N C" <br />sm <br />r` <br />o <br />Cfl <br />J <br />Z <br />coo3 <br />a <br />U_ <br />Q E <br />� <br />�o <br />�0 <br />w <br />> <br />Z p <br />z ® <br />❑a <br />E <br /><o <br />w� <br />Z <br />CU <br />O E <br />N <br />x1 <br />¢Q <br />a0 <br />�O <br />¢ <br />0az <br />� <br />� <br />w o <br />ao <br />m� <br />rp <br />C <br />^ � <br />z <br />x <br />U <br />�m <br />o <br />O <br />z <br />Z <br />� <br />N J <br />WU <br />Qw <br />zz <br />�, <br />� <br />Q°° <br />o ¢ <br />Zo <br />a U <br />;z3 <br />w� <br />�w <br />W� <br />) <br />Q� <br />aQ <br />3 <br />�o <br />JC <br />o <br />CD>a <br />co�zla <br />o 3 <br />0 <br />c Q <br />M <br />I..L <br />O <br />rn <br />2 <br />0 <br />L <br />to <br />N <br />T <br />I..L <br />U) <br />m <br />0 <br />N <br />M <br />N <br />O <br />NLo <br />Q <br />� <br />T <br />T <br />ui <br />m <br />w <br />N <br />N <br />o <br />Z <br />z <br />E N <br />a <br />E <br />U <br />v? <br />c <br />JOB <br />NO: <br />22-02370 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />