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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 />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />7FLOOR <br />JOIST SIMPSON A35 OR <br />LSC EACH <br />STRINGER x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />BEARS IN WALL <br />1 3/4 x 11 2x6 SYP <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />I I F 2x8 <br />2x4 UNDER STRINGER GLUED AND-7 - <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP 2x8 SYP <br />L-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 />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 />2x8 <br />SYP <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN 4" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />77 <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 />1 <br />STOP <br />/ <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 \ x 1 1/2" <br />NAILS) <br />/ <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />EAAT�7AACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />G. 1 SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />�4 <br />/ <br />/ TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />e- <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP <br />SIMPSON A35 OR <br />2x4 SYP BLOCKING <br />LSC EACH <br />STRINGER <br />/ <br />2x4 PT NOTCHED INTO STRINGER <br />FOR STRAP <br />(SIMPSON14)10d MTS12 w/ <br />x 1 1/2" <br />AND NAILED TO FLOOR WITH GLUE <br />NAILS) <br />NAILS) <br />S) <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />\ <br />DOES NOT BEAR IN <br />WALL <br />SECTION <br />VIEW "D" <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />0 IT BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />NAILED <br />0 <br />SECTION D—D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />64 <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />H 2x4 SYP BLOCKING <br />x8 SYP GLUED ` <br />FOR STRAP <br />AND NAILED TO <br />FRAMING (/ <br />(114)4) 110d NMTS12 w/ <br />0d x 1 1/2" <br />2X4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED ___\ i <br />NAILED---\ <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCOx8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />3 <br />(7) <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER <br />POINTS / FOR DRYWALL SPACING <br />B <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />�5 <br />/ <br />F <br />2x4 <br />ST( <br />2x4 <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 />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />' ` -2X8 BLOCKING <br />_ FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />'WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />STUD NAILED AND <br />IED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />tRING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <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 "H11 <br />SCALE: 1" = 1'-0" <br />N <br />0 <br />hl <br />C•i <br />v <br />> W <br />ar- M <br />6.7 N <br />O A.n2 m � N t <br />-cc a:NX <br />as <br />a E <br />m <br />io y 5 v <br />if G C <br />d <br />m <br />c <br />o <br />a v <br />V, <br />C .. <br />C) <br />1 <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 />Residentlal <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 />0 <br />E <br />0Vi <br />ALB, <br />J LL <br />QNfh <br />CIL <br />V <br />J 11 u_ _ LL W <br />a <br />r1 <br />Z <br />m`� <br />W_ <br />1z �v <br />9 _ a <br />N N � <br />Cox <br />U) <br />. w <br />ZZNOU <br />UW <br />❑❑ <br />C <br />z <br />z <br /><c <br />Wily) <br />z <br />0 <br />� <br />(D4--J <br />U <br />LL <br />U <br />O <br />U <br />® <br />r <br />c <br />Q <br />CIO <br />see <br />cr> <br />:j <br />w� <br />�s <br />Q"- <br />c p <br />E <br />wLL <br />¢ <br />zap <br />Tr <br />U <br />�� <br />z <br />= i <br />Hg <br />�� <br />cn <br />C <br />c <br />Y <br />y <br />o <br />a1z <br />r <br />z <br />J <br />m <br />4 w <br />Z <br />o <br />U <br />T <br />aZ <br />N� <br />a.. <br />w <br />,0 <br />� K <br />, <br />X <br />J <br />W� <br />s�. <br />nr <br />0 <br />0 <br />2 C) <br />i. <br />LO <br />LO <br />LO <br />ai <br />a� <br />Q <br />m <br />� <br />r <br />(n <br />-' <br />N <br />m <br />m <br />LO <br />T <br />Q <br />�-+ <br />�.J <br />O <br />O� <br />U_ <br />I <br />�c <br />U M <br />p <br />.0 <br />m o <br />LO <br />00 <br />0 <br />CV <br />Q <br />00 n <br />T <br />d <br />V <br />LO <br />o <br />Z <br />m <br />Z <br />7 <br />E T <br />V1 <br />"a 2c <br />c <br />a <br />U _j <br />Q 0 <br />� <br />JOB <br />NO: <br />23-06141 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />