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3 <br />L0 <br />0 <br />LO <br />O <br />o• <br />0 <br />a <br />O <br />0 <br />CID <br />0 <br />I <br />J <br />Q <br />LO <br />0 <br />LO <br />LO <br />L <br />v <br />cn� <br />0 <br />O <br />0 <br />co <br />I <br />i <br />LV <br />LO <br />LO <br />i <br />LO <br />>U <br />v <br />v <br />0 <br />/ <br />�C <br />Q <br />Cn <br />v <br />a <br />a <br />E <br />CU <br />J <br />i <br />a <br />0 <br />v <br />J <br />N <br />0 <br />LO <br />0 <br />0 <br />N <br />LO <br />L <br />0 <br />0 <br />0 <br />z <br />w <br />m <br />v <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 4' <br />AND z" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER i <br />2x4 BEHIND RISER <br />/ BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD i <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT77/ <br />ARS IN WALL <br />2x12 SYP <br />BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONIC. W/ 4' XAND NAILED TO FLOOR WITH GLUE FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/TAPCONS @MAX. 32" O.C. <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILS) OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" <br />SCALE: 1" = 1'-0" <br />E <br />SECTION VIEW "B" <br />SCALE' 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'0 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />----,2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2X4 5YH 13LUUKINCi <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SCALE: 2' = T-0" VV/1LL / <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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO t <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />E—� <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />`f2x8 SYP DRYWALL STOP MUST <br />L/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 />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED a' 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 />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 — <br />AT STRINGER CONTACT <br />POINTS <br />V <br />H <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4`GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 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 />G.1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />i=,a:G:a=— r_� <br />-C <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />-� 2x4 PT UNDER 2x12 OR LSC EACH <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />f <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />(2) LAYER 2.'EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"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 />YA <br />F SECTION VIEW <br />SCALE:' <br />PER CONT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />NEWEL POST <br />POST LET INTO <br />_OCK <br />DE <br />:ING <br />?X8 BLOCKING <br />=OR NEWEL POST <br />f0 ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD 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 />NAILS <br />D OR 2X BLOC NG <br />3 <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />ref <br />ev <br />M <br />._ <br />0 <br />—� <br />_ Cn, N <br />— nmx <br />= � C= <br />IA .� N t <br />N r� O <br />CD n d <br />c <br />F. Eo <br />isa '- <br />R, c <br />vu <br />A <br />LNG 5 <br />'d <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />p€€, <br />' <br />IQii <br />V <br />o 1-1 Q o <br />a N n <br />C <br />a) co <br />'A6 . <br />N, <br />Nf <br />��00N �� <br />cnr�V <br />} <br />Q <br />�M V 4k w <br />cLL w <br />IN <br />JELL a <br />-o a 4 <br />R <br />Z <br />- <br />Um� <br />o <br />`i <br />W <br />Y O <br />= o <br />0 K <br />a <br />W <br />Z <br />co <br />LO N Z <br />m <br />;n <br />V <br />z <br />N a <br />O V o0 <br />�r ,pert rii <br />❑ ❑ <br />z N M <br />00 <br />z N <br />z o Q <br />ID <br />N <br />z <br />-J <br />w <br />4--J <br />�cn <br />w <br />OJJ <br />�M <br />p <br />y <br />U � <br />a•� <br />�r <br />L1.1 <br />E <br />8 <br />U o �z <br />a, U) a) <br />¢ <br />m <br />— p®� <br />N <br />41 <br />o <br />w <br />M <br />M <br />J <br />N � <br />p <br />Z <br />Z <br />Q <br />i.i_ E <br />z o <br />�o <br />y N <br />Q ® <br />U <br />ow <br />z <br />0o <br />zO <br />a <br />m <br />- <br />W <br />o <br />o <br />�¢ <br />�z <br />L <br />w <br />K <br />Cn <br />c <br />c <br />4o <br />om <br />m0 <br />o, <br />Z� <br />z <br />R�� <br />S� <br />Zz <br />z <br />go <br />W <br />LL <br />d z <br />m <br />o LL <br />z <br />2 <br />J <br />� <br />ol< <br />° <br />°O <br />= <br />>� <br />J <br />LO <br />LO <br />rn <br />2 <br />.� <br />Q <br />M <br />0 <br />L_ <br />0) <br />cc <br />0 <br />:3 O <br />o <br />Y <br />0 <br />o <br />O <br />r <br />o <br />J <br />N <br />m <br />Q <br />LO <br />M <br />�co <br />I <br />CD <br />O <br />Ob <br />-0 <br />co <br />m N <br />'O^) <br />OM <br />Q <br />� <br />u J <br />r <br />�0 LO <br />ECU <br />c <br />CO <br />o <br />Z <br />Z <br />= O <br />E <br />N <br />� <br />m <br />m <br />a <br />0 _j <br />o <br />Q o <br />c <br />c <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />- - — -- - - <br />� T � i.u1--T �r� n�' frT �-i ❑i ru ova, Ar1y. 1 1 11, _1- —I <br />