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3 <br />v <br />a <br />N <br />i� <br />vim) <br />.S <br />Z2 <br />0 <br />J <br />t2 <br />a <br />co <br />M <br />rM <br />LO <br />LO <br />J� <br />J <br />M <br />c <br />3 <br />C <br />a <br />0 <br />i <br />E <br />H <br />E <br />c <br />8 <br />i <br />i <br />a <br />0 <br />0 <br />as <br />t� <br />0 <br />0 <br />a <br />N <br />a� <br />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 P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />_-2x8 BLOCKING FOR STRAP <br />t-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: " = 1'-0" <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 />CnD DICC AAIM DI IKI IAIC:nDRAATInK1 <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />ax4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />2x8 STRINGER MUST MAKE <br />SYP 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 />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;}" <br />�� AND 4" GAP TOP AND <br />/ BOTTOM, GLUED AND <br />NAILED TO STRINGER V/ All" <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 Z/ <br />NOT TOUCH STRINGERS <br />x SYP CUT TO FIT <br />BEARS IN WALL i <br />2x12 SYPBBEARS IN WALL 4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ T" X <br />/ 2x4 PT AND NAILED TODF INTO STRINGERS�-�/ FLOOR WITH GLUE FOR STRAP TAPCONS @MAX. 32" O.C.(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/ T" X NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. <br />ECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />:D <br />s, <br />G.1� - <br />TOP OF <br />STRINGER <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />r� [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT <br />STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAREIN WALL <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER <br />— 2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />/ AT STRINGER CONTACT POINTS \ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "D" SECTION VIEW "E" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-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" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />.1, <br />SCALE: 1" = V-0" <br />1yL2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/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 />-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 />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />_ <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1"X16" LVL <br />FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />@ 6" O.C. TOP, BOTTOM <br />NAILED TO JOIST. <br />TRUSSES <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS — <br />D OR <br />3 <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />_ <br />N <br />C-4 <br />� :w <br />d -o <br />3 W <br />O <br />p <br />Go <br />N <br />� <br />C f0 U N <br />y <br />' y <br />O <br />m O _ <br />in Im <br />N O <br />S <br />N <br />oL¢ <br />or t''3 m <br />Ce a CU sr <br />n._ <br />i y = <br />fm A <br />N Q.� <br />= E <br />� o <br />a. v <br />0 <br />Q. <br />U ' <br />O <br />'. ro Q <br />/ 101/1111fit111100 <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />"rE <br />O M 8 <br />V <br />p <br />6 m <br />��,°° <br />N M 7R LL <br />u_ LL <br />U. 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