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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 AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />_-2x8 BLOCKING FOR STRAP <br />FLOOR <br />JOIST <br />SYP <br />2x8 <br />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 SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />1-2x12 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 />(14) 10d x 1 1/2" <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT <br />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 <br />STRAP GLUED TO <br />--2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />--2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />�x4 BLOCKING FOR 2x12 <br />(/ <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />ION <br />LIATTACH <br />ALL COM <br />STAIR TO CONTAPCONS <br />L <br />@ MC. <br />—ATTACH ALL COMPONENTS <br />1x4 GLUED AN <br />OF STAIR TO CONC, W/T" X <br />\ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. <br />/ <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GAy <br />TOP OF <br />STRINGER <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL G-4:;�:: <br />2x12 SYP BEAR <br />IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />0��z 2x6 SYP <br />1 x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS SIMPSON A35 ORXT 2x4 SYP BLOCKING <br />FLAT STRAP NAILED TO RISER AND E LSC EACH FOR STRAP <br />(SIMPSON MTS12 w/ <br />THEN WRAPPED AROUND STUD - STRINGER / 2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1!2" <br />2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ NAILS) <br />PLANVIEW DOES NOT BEAR IN / <br />SCALE: " = V-0" WALL <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1 = 1 -0 <br />E: <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />ran []IG%C Ak1r% M1 Ikl Ik1f ^MRAAT11lk1 <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x8 SYP <br />BULLNOS <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = V-0" <br />STRINGER <br />•2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <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 />x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED ---\ i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />VI-11 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />It <br />L/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GILUED AND NAILED TO STRINGER <br />J� FOR DRYWALL SPACING <br />SECTION VIEW <br />F <br />2x4 <br />ST( <br />2x4 <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 />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G'' <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <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 />NEWEL P <br />OST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD NAILED TO <br />WALL BELOW <br />1 POST LET INTO <br />(LOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B CKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D ORL�t <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />cv <br />00 <br />o <br />b <br />> W <br />< <br />Lz J <br />N ...� -= <br />a_ _ <br />m � <br />a. <br />M <br />0 <br />N <br />_o <br />M <br />0 <br />Co <br />No <br />rr� <br />* <br />0 <br />��� <br />. <br />... , <br />.... . <br />To the best of the Engineers 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 engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />t- <br />4 <br />�. <br />S E N <br />N N Ol N <br />0 0 <br />2 <br />H LL <br />(A <br />05 � LL <br />CN C.in a a <br />U_71 LL a z <br />_ z <br />ca' ° <br />Z <br />o <br />tpcS <br />C <br />m <br />1 4 T0, d <br />III <br />w <br />CD 0 z <br />N ch Z (00 <br />� <br />o U 000 <br />W <br />z� <br />z� <br />N <br />4 <br />z48 <br />� <br />C� <br />N <br />'U <br />Z. <br />- Z. <br />O <br />W <br />In <br />vLn <br />c <br />w <br />� 8 <br />C 9 <br />Q <br />ti <br />w <br />u <br />E <br />o <br />za <br />14Es� <br />E v <br />0� <br />� <br />_R <br />on. <br />(�O <br />o <br />> <br />& <br />Up <br />0a <br />z <br />co � <br />� <br />as <br />w <br />a <br />Cn c <br />� <br />Y <br />o� <br />z <br />Q tl <br />z N <br />8 � <br />g� <br />zZ <br />W <br />5.k <br />_ <br />5. <br /><S <br />w <br />1R< <br />a <br />o <br />N O <br />Lo <br />'LO <br />Q <br />� <br />� <br />r <br />6 <br />Y <br />(n s <br />N <br />.- <br />m <br />L0 <br />T <br />Q <br />p <br />�I <br />.0 <br />CIO <br />U- N <br />00 <br />.0 <br />Lid <br />00 <br />C.N <br />Q <br />00 <br />CV)N <br />CV) <br />r <br />E <br />c <br />% <br />ch M <br />Z <br />M <br />r• <br />rA <br />Z <br />E O <br />2 <br />C <br />`. <br />U <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />