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o, <br />:31- <br />Q <br />L0 <br />00 <br />L0 <br />rn <br />;v <br />v <br />V) <br />O <br />Q <br />0 <br />N <br />0 <br />r2 <br />0 <br />I <br />i <br />L0 <br />O <br />rn <br />LO <br />L0 <br />v <br />v <br />N <br />0 <br />0 <br />N <br />J <br />r- <br />0 <br />I <br />N <br />M <br />N <br />0 <br />0 <br />i <br />L0 <br />L <br />v <br />CPS) <br />v+ <br />C <br />M <br />O <br />v <br />a <br />0 <br />a <br />E <br />z <br />v <br />c <br />i <br />a: <br />0 <br />0 <br />J <br />hM <br />O <br />co <br />0 <br />0 <br />a <br />M <br />0 <br />N <br />0 <br />w <br />Q <br />m <br />v <br />N <br />SCALE: " = T-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 />61•, <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />DRAFT 5 P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 11x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />N SECTION VIEW <br />SCALE: J" = 1'-0" <br />V V/'1LL <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" j <br />_� AND 2' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER 10 <br />2x4 BEHIND RISER i <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />i <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />i <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP B <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />fl�2X4 PT UNDER 2x12 �f <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 1 XFOR STRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON 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/ 4" X \ NAILED TO STRINGER <br />/ / 2 a' TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-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 />GA SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <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 />1 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 />_____ ___1 <br />SECTION VIEW "D11 <br />SCALE: 1" = T-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 />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />ER <br />IED <br />,ILED <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 />0 <br />H / 2x4 SYP BLOCKING <br />/ FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix/GLUED AND NAILED TO STRINGER <br />—�/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 1' = 1'-0" <br />-3/4 PLYWOOC <br />ON DECK <br />--2x8 SYP GL <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C <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 CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" 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 />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 />- POST LET INTO <br />-OCK <br />DE <br />:ING <br />)X8 BLOCKING <br />-OR NEWEL POST <br />rO ANCHOR TO. <br />GLUED AND NAILED) <br />LOO R <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2" = 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 <br />OCKING <br />PSON MTS <br />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 />o <br />N <br />!I <br />c LU <br />® <br />CJ c o <br />O y <br />4 � N <br />CD <br />a) <br />a <br />3 cc <br />is 3 <br />d <br />Q) CL <br />c E <br />o <br />a Q <br />,o <br />woo <br />CIJ <br />�g 99 d <br />�" <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 />Engineers <br />signature and seal. <br />N <br />P <br />4 <br />E <br />8 M <br />O N <br />''Hx <br />N <br />V <br />Uj <br />ao N N <br />„: <br />i AN" <br />U) <br />H <br />(D <br />0 IN o� � <br />NMI 2525 LL <br />Q <br />C J 5 LL W <br />:_:13 <br />i <br />Lu <br />- a a 4 <br />f-29 <br />W <br />o g C CD <br />o <br />W <br />Z <br />m w <br />° Z° Q <br />w, <br />�p <br />Z <br />N F <br />O U U O <br />Imam W <br />❑❑ <br />Z N ca <br />�o <br />7` o N <br />O <br />Q <br />7 <br />Wv) <br />n <br />M <br />Q) <br />z M <br />_ <br />_ o <br />CD4-1 <br />Er�] <br />w <br />U <br />0 <br />LU g <br />uaa <br />V) <br />C_- w <br />g <br />Sirt+m <br />(5 <br />E <br />— 8 <br />9 <br />w$ <br />.f0c <br />a) <br />C) o N <br />C � <br />o <br />C.0 <br />M <br />J <br />p <br />w <br />Z <br />Q <br />C E <br />O <br />E V <br />a� <br />zo <br />Za <br />❑a <br />I-- ry <br />� g <br />U o <br />c� E <br />O <br />L <br />�< <br />w O❑ <br />a< <br />ZaZ � <br />W <br />z <br />U> fu <br />N <br />4o <br />O <br />mO <br />> Z <br />S <br />8 <br />¢o <br />W <br />(coO� <br />> <br />CDz <br />m <br />� � <br />Q <br />aU <br />s <br />dz <br />=� <br />o <br />M <br />wa <br />�o <br />d � <br />d <br />01- <br />M <br />>( <br />J <br />L <br />L <br />Q <br />(a <br />L_ <br />0 <br />N <br />Cr <br />o <br />o <br />N <br />m <br />m <br />LO <br />co <br />0") <br />I <br />U O <br />LO <br />00 <br />N <br />1 <br />LO <br />O <br />M <br />Q <br />00 CD <br />� <br />ui <br />Y <br />Q <br />LOT <br />CD <br />i6 <br />o <br />Z <br />Z <br />E r <br />co <br />FL <br />U _j <br />Q p <br />30B <br />NO: <br />23-06137 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />11 <br />lTTll_ f__F_ ---,—fi - - - -- — ----- rF I1111 11 1 d.T_-1.. 1. .. r..—lilA, :I.rl�= .. 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