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lzn <br />-3r <br />L0 <br />00 <br />C> <br />1") <br />L0 <br />L0 <br />U <br />t2 <br />4- <br />C) <br />9 <br />C> <br />LC' <br />00 <br />C=) <br />r1-j <br />L0 <br />L0 <br />Cn <br />:19 <br />-2 <br />�2 <br />4- <br />C> <br />Z� <br />.2 <br />9 <br />LO <br />ck:: <br />LU <br />:5; <br />C�E <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT STRINGER <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN <br />4 <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />N <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 />SYP CUT TO FIT <br />%RS IN WALL <br />—2x12 SYP <br />BEARS IN WALL, +—_---2,x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2xl 2 <br />—2x6 SYP L >5r—1 ROVIDE MOISTURE <br />ROVIDE MOISTUR/E <br />I M01 <br />PROTECTION <br />Pnmr:MT.�' <br />2A Ar.H Al I MINA OV , <br />PROTECTION <br />[A� )NENTS <br />O�'W 1" X <br />ATTACH ALL COMPONENTS <br />2)(4 SYP 131 OCKING OF STAIR TO CONC. W/ -1" X <br />FOR STRAP X 4 '0 C <br />32 <br />2x4 PT NOTCHED INTO STRINGER—\,7 (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS IX4 GLUED AND <br />AT STRINGER CONTACT POINTS NAILS) OF STAIR TO CONC. W/71" X NAILED TO STRINGER <br />2 7' " TAPCONS @ MAX. 32" O.C. "-Z <br />(I EW "A". SECTION VIEW 11131 1 <br />SCALE: V= V-13" SCALE: 1 1'-01. <br />GN 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 11CIII <br />SCALE: 1 " = V-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />'4- 2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/ <br />D NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />SCALE: .211, = 1 1-01. VVALL <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 />\ 6" <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 />--------2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL_ <br />SCALE: 1 " = V-13" <br />A". <br />-2x4 GLUED <br />AND NAILED <br />SECTION D-D. <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />—3/4 PLYWOOD <br />ON DECK <br />�"�x8 <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />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 />GLUEDAND <br />AND <br />NAILED—\ <br />NAILED <br />0�� 1�k DRAFT STP <br />2x4 PT NOTCHED INT '0 <br />STRINGER AND TAPCONED f2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE-- NOT TOUCH STRINGERS <br />AT STRINGER CONTACT �)2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />,d^H � SECTION VIEW <br />SCALE: 17 " = V-01. <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 " = V-10" <br />H 2x4 SYP''BLOCKING <br />FOR STRAP <br />R � IF (SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />NAILS) <br />2x - <br />D FT ST <br />SECTION VIEW "Ell. <br />SCALE: 1 " = V-10" <br />L't2x8 SYP DRYWALL STOP MUST <br />X/ NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />,d^E � SECTION VIEW <br />SCALE: 1, <br />-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 />NOTSHOWN <br />�1111IZIM <br />4 [CM4 <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 I" EDGE GOLD <br />4 <br />OSB OR PLYWOOD <br />OR 1 3.,X <br />1 16" LVIL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: V= 1'-0" <br />SECTION VIEW <br />SCALE: 1'-0" <br />2 <br />CONN. TO <br />OF NEWEL <br />PER CONT <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />:L POST LET INTO <br />LOCK <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 />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 " = V-13" <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 />2X STRING� R <br />2X B OCKING <br />I <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAILS <br />D OR <br />�3 <br />2X BLOC ING <br />RR <br />IS <br />VARIES <br />ECTION VIEW 111-111 <br />SCALE: 1 " = T-0" <br />Z� <br />1;11� <br />CIO, <br />- 44 <br />S. <br />(*1 <br />"T <br />IV <br />S *4- z':z <br />Cz <br />X <br />1141� <br />Ir, CL <br />*1-1 <br />0 <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineedng portions of the drawing pages beanng <br />Engineers <br />signature and seal. <br />1"ARM <br />W <br />4-1111 <br />AO 1910L <br />,t E <br />0 M 8 <br />0 's <br />Uj 0 <br />.3 <br />-v <br />j'g <br />V) <br />r- <br />04 0 <br />u, <br />co LL LL [L <br />z <br />Co C <br />6 <br />f; FE - 0 <br />L <br />Z <br />IL <br />CU <br />0 <br />(j) M <br />0, C) . <br />< <br />U) Z <br />Ce) <br />C14 <br />1111 a <br />z <br />W <br />< <br />3 X 0 <br />< L) <br />171 r <br />-3� <br />U') <br />Q) <br />(D <br />4-1 <br />F5 <br />C/:> <br />V) <br />V) <br />F- W <br />C) 6 <br />LU <br />E <br />C) <br />U) <br />< 0 <br />Cq <br />Co <br />C-1 <br />cl� <br />z <br />z <br />C6 E <br />z <br />z <br />Q <br />E <br />0 <br />0 <br />z <br />U 0 <br />D () <br />Mz <br />0 <br />W <br />z <br />co <br />C: <br />� <br />< <br />WO 1. <br />.0 <br />I , <br />0 <br />Z <br />z <br />W <br />= <br />;� <br />0 <br />'z <br />50 <br />W <br />W <br />0 <br />< <br />> (.0 <br />L0 <br />L0 <br />cc <br />0 <br />cc <br />CL <br />1,el <br />Cr <br />0 <br />0 <br />C:) <br />T— <br />0 <br />U) .2 <br />—j <br />C\I <br />ca <br />0 <br />LO <br />0 <br />Ll- c) <br />-114 N <br />0') <br />LO <br />U C) <br />co <br />C) <br />0') <br />00 <br />C:) <br />< <br />LO <br />LO <br />00 <br />LO <br />E <br />cocc <br />(D <br />0 <br />z <br />a <br />E Ir— <br />E <br />2 <br />'D <br />C: <br />co <br />a. <br />0 <br />0 <br />-0 <br />< <br />C <br />a) <br />-j <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />ST <br />LJ <br />I" <br />- 11 -11-17---1 - I <br />