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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 />\ cs, <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER STRINGER <br />A FACE OF 2ND RISER <br />MAINTAIN BETWEEN" <br />~`� AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER '/ 1 <br />2x4 BEHIND RISER r r <br />BLOCKING FOR <br />I/// - <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO ---T- <br />2x4 DRAFT RISER AND TREAD <br />STOP r, r <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />%RS 1N WALL <br />2x12 SYP <br />BEARS IN WALL B <br />2x4 BLOCKING FOR 2x12 ,,•-'" <br />42x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />L?ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING TAIR TO CONC. W/ J" XFOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILS) OF STAIR TO CONC. W/T" X � NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. / <br />(I E� n / rr /� rr <br />SCVALEE: 1" == V--0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED --r` 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" = 1'41 <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />3/4 PLYWOOD <br />ON DECK <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 />! <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 />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCOx8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS IX4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />_Ir <br />SECTION VIEW "B" <br />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 Till <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G <br />-.w--2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER-- <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION <br />VIEW "Ell <br />lt2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: J" = 1'-0" <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <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 rrGrr <br />SCALE: 1" = 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 />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 />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �, = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 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 />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,E2,1 <br />ECTION VIEW rrHrr <br />SCALE: 1" = 1'-0" <br />. O <br />n, c1s <br />-, N <br />yr o ro <br />m <br />co <br />� E <br />� ea <br />/ <br />Mu r '�• to S ' <br />10 <br />t� cv <br />ti <br />Rr�+yixr <br />yyryn� <br />♦'gyp` <br />.yq' Y <br />L r� <br />Z. <br />c=) <br />"�"Q��j�•.a�$l�z�t�VM �"4. <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 <br />7th Edition. Enginser's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal <br />W <br />�q <br />E <br />o $ <br />0 (8air <br />4� <br />y13 <br />�3 <br />a <br />t <br />Id1� <br />a <br />C13LLLL <br />— ate d X <br />=_ <br />c) <br />k, <br />W~� <br />O <br />rnrn m <br />'r <br />W <br />z <br />oo cat z a k <br />� <br />N O U � O <br />W <br />❑ LO <br />z N (7 <br />qjz- <br />z V <br />4j <br />_N <br />o <br />o <br />U <br />W � <br />�0 <br />r.-- ELu <br />I <br />N GT <br />r- <br />LL <br />;s E <br />g o <br />° n <br />g <br />nN <br />o <br />� t0 <br />e& <br />z <br />(U <br />Gr] J <br />s <br />�E <br />ZI4 <br />U <br />00 <br />_ <br />LO <br />...� <br />LO <br />LO <br />t <br />rn <br />m <br />t7 <br />r,. <br />co <br />N <br />t-- <br />m <br />4" <br />LO <br />�-- <br />to <br />d7 <br />`r✓ <br />CO co <br />ILL <br />C) <br />a) <br />00 <br />N <br />N <br />t(U N <br />Ei <br />z <br />z° <br />E <br />im <br />4 <br />U J <br />JOB <br />NO: <br />23-00520 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />