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W <br />E <br />E <br />E-Z <br />j <br />CE <br />5:� <br />C'4 <br />011 <br />�_q <br />A <br />�Q- <br />i's <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11- <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2X4 PT NOTC <br />INTO STRINGER <br />D <br />-.,-2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 10d NAILS <br />41 E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE' T" 11'-O�' <br />E: <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 />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 I <br />'VUK <br />M'�N <br />BOTTOM, GLUED AND <br />"W'"' <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND, <br />NAILED--\ <br />2X4 PT NOTCHED INT \7L2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU=�� <br />STRINGER CONTACT L/2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 4. <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE Fi <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER- <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D 2C WALL GLUED TO <br />2X8 <br />F <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />B <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />-SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH 314" RISER CUT TO FIT STRINGER STRINGER <br />FACE OF 2ND RISER MAINTAIN BETWEEN <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER //�X <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 />� <br />7Z!i! <br />2X4 SYP BLOCKING <br />FOR STRAP <br />2X4 PT NOTCHED INTO STRINGER\-\-v--/ <br />(SIMPSON MTS12 W/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "A <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ll <br />SECTION VIEW "B" <br />SCALE: V= V-0" SCALE: 1 V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 cr- <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 ".'TAPCONS @ MAX. 32" O.C. <br />4 <br />ATTACH ALL COMPONENTS 1X4 GLUED AND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ J' X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />OVI <br />DE MOIS/TURE <br />PROTECTION <br />LA A HA OMPONENTS <br />TT C I LLC . W1 X <br />OF AR 0 CONC <br />@ MAX - 32" 0. C. <br />4 TAP ON <br />C S <br />1 x U <br />G E <br />4 L D AND <br />NAILED To STRI GER <br />1X4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />G 1 <br />TOP OF <br />STRINGER <br />STRINGERS <br />2X4 BLOCKING FOR 2X12 SIMPSON AL35 <br />z <br />2X4 PT UNDER 2x12 OR LSC EACH <br />W><1 11 <br />2X4 SYP BLOCKI N <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2x4 PT NOTCHED INTO STRINGER\ <br />(14) 1 Od x 1 1/2" NAI LS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />CTION VIEW "D" SECTION VIEW "Ell <br />' <br />SCALE: 1 V-0" <br />Z­t PLYWOOD <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-1)" <br />2X4 GLUED <br />AND NAILED <br />CTION D-D <br />SE <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2X4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE­A:F <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />Y2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />CTION VIEW <br />SCALE: ill = V-01. <br />SCALE: 1 V-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 />STRINGER - <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />SECTION VIEW 1111CIIIII <br />SCALE: 1 V-0" <br />;71 -FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT, <br />(2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />OSB OR PLYWOOD <br />FROM JOIST TO JOIST. USE <br />OR 1 j"X16" LVL <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1"= V-0" <br />d, �F SECTION VIEW <br />SCALE: 1 '-0- <br />L POST LET INTO <br />;LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POSTL <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE <br />SCALE.5) SCALE: AS NOTED <br />SCALE: 1 V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X STRI <br />2X B <br />OCKING <br />PSON MTS <br />2 W/ <br />1 Od x 1 1/2" NAI LS <br />DOR <br />D R71 <br />3 <br />2X BLO( <br />IS <br />RIS R 'S <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1 V-0" <br />`0 <br />-0 7�_' 0 <br />a) <br />0 <br />co <br />C4 <br />CD <br />Li- <br />U <br />0 <br />d) 0 <br />o -0 <br />0 q) <br />3� -0 <br />-0 <br />C214 <br />r <br />-Z <br />< <br />F L() <br />/?0 <br />FESSAO" <br />To the best of the Englneer's knowledge, information and befief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Englineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 N U. <br />�@�;l I ! <br />0 <br />C:01 F- r- 32 [j, �j <br />NO I <br />4i m <br />r _j 7! 1 u:1 <br />-9 - LI- Q� � 0 <br />Z � o <br />13 24's ox o' <br />a 19 <br />m (N on _j <br />W M -.e <br />W I CP <br />oo <br />3 L" (no <br />L C*4 <br />IL <br />0 0 L) 0 _j Lo <br />z 0 <br />W 00 <br />z: <br />(D < <br />V) <br />(D .5 <br />(D <br />01 <br />41- <br />LU <br />Q <br />0 <br />V) <br />V) <br />al-1. <br />< <br />r- <br />co <br />C11 <br />W <br />z <br />ccr E <br />C1. 0 <br />z 0 <br />'52 <br />1§ <br />zo <br />z <br />E Q <br />g ni <br />E <br />00 <br />5 ii <br />08 <br />0 <br />8 <br />.2 t <br />z <br />15 m <br />U) <br />0 <br />om <br />Z <br />TL <br />m <br />.2 C) <br />Ln <br />0 <br />T <br />m <br />0 <br />LO <br />co "It <br />U) 2 <br />ca <br />04 <br />CN <br />0 <br />0 <br />< <br />Lo <br />E <br />N <br />LO N <br />0 <br />z <br />E <br />E <br />0 m <br />m <br />0) <br />(L <br />0 _j 0 1 <br />_j <br />JOB <br />NO 22-02371 <br />SCALE: AS NOTED <br />SHEEr NO. <br />ST <br />