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3 <br />Q <br />cD <br />r� <br />LO <br />Ln <br />v <br />c <br />0 <br />0 <br />LO <br />J <br />N <br />0 <br />I <br />J <br />LO <br />311 <br />v <br />7 <br />0 <br />0 <br />O <br />J <br />N <br />0 <br />I <br />LO <br />LO <br />Z <br />v <br />0 <br />rn <br />Y <br />N <br />N <br />E <br />rn <br />a> <br />E <br />O <br />v <br />v <br />J <br />CD <br />U <br />v <br />0 <br />U <br />i <br />U <br />.0 <br />0 <br />El- <br />d <br />E <br />0 <br />0 <br />U <br />J <br />f7 <br />N <br />O <br />0 <br />00 <br />45 <br />0 <br />LM <br />N <br />N <br />0 <br />00 <br />0 <br />m <br />C3 <br />v <br />cn <br />SCALE: 2" = 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 />\ 6'-, <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />-2x6 SYP <br />- 2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />NAILS) <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />\6, <br />LT <br />E <br />7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />( <br />3/4 PLYWOOD <br />ON DECK <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 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />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 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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" " = 1'-0 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />1V <br />SCALE: 1" = T-0" <br />SECTION VIEW "E" <br />SCALE: 1" = T-0" <br />2x8 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: 2" = 1'-0" <br />-3/4 PLYWO( <br />ON DECK <br />--2x8 SYP G <br />AND NAILI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKIN <br />C---I <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN-!' <br />AND 4' GAP TOP AND <br />BOTTOM, GLUED AND <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 />i <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />P1'. <br />ECTION <br />E2'rTAPCONS <br />ACH ALL COMPNTS <br />TAIR TO CONC.' X <br />@ MAO.C. / <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONIC. W/ -1" X \ NAILED TO STRINGER <br />2 :1T' TAPCONS @ MAX. 32" O.C. \ / <br />G.1`-� - ---\ <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP N [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />--2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = T-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER & EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <br />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />BRING WALL BELOW <br />=ALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />:L POST LET INTO <br />ILOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c <br />c <br />0 <br />.TS.C_ <br />C3 t'PJ <br />'IZ a <br />0) cc o <br />ca , <br />tv <br />✓ <br />100' ca _ <br />,-• ' o s� <br />as � <br />E <br />,c o <br />L O <br />Psi}��l r4 i�&3uY4 tR �. <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W <br />�E <br />0 <br />o <br />O <br />00 (1J N W <br />� w <br />C LL <br />w <br />M LL. 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