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3 <br />w <br />0 <br />i <br />m <br />51 <br />N <br />Z2 <br />Z. <br />M <br />N <br />0 <br />I <br />N <br />C14 <br />cV <br />0 <br />0 <br />i <br />L <br />N <br />J� <br />I <br />C <br />3 <br />Q <br />N <br />N <br />d <br />H <br />aa) <br />0 <br />a <br />i <br />d: <br />0 <br />0 <br />tz <br />0 <br />LO <br />c <br />0 <br />N <br />N <br />rc <br />0 <br />W <br />m <br />•v <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 />13/4x11 <br />/g VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />FLOOR <br />JOIST <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 D WALL GLUED TO <br />} F 2x8 <br />2x4 UNDER STRINGER GLUED AND <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 />L1x4 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 />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 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED — i <br />/ <br />DRAFTS P <br />0[t lit <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED L 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE 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: " = 1'-0" <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />— ----2x12 SYP <br />BEARS IN WALL <br />*--2x6 SYP <br />B-� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN "' <br />AND J" 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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS F77/, <br />i <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 \ NAI S) x 1 1/2" <br />NAILS) / <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x4 BLOCKING FOR 2x12 <br />•2x4 PT UNDER 2x12 C <br />tAN <br />E MOISTURE <br />CTION <br />ZAATS <br />X O.C.ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />G.1y_� <br />TOP OF <br />STRINGER <br />STRINGERS <br />Rlo <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU (14)4) 10d x 1 1/2" W/ SIMPSON H3 — <br />AT STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = T-0" <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 />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM - <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"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 CONTRACTOR <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 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 />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <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 OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />� o <br />Z � <br />ci Q <br />c g33 4 <br />,y <br />Nns <br />a, <br />m CU <br />� C <br />Da <br />a3, <br />: =a <br />Q -o <br />�o E <br />a o <br />c, <br />4; 0IN <br />a+� C� ++% <br />r <br />' � r <br />s <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />E <br />g � <br />S <br />0 C <br />CI rjCv0 J <br />a) J <br />Q JLLLL u a <br />a w <br />Z — : o, a Y <br />WW ' IG <br />in�OT <br />m w <br />Z N N Z Q <br />LL J <br />J <br />o cQ� N <br />Z <br />V M C <br />Z N M <br />z o <br />Q v <br />J <br />n- N <br />lV <br />U) z <br />U <br />10 <br />V s <br />x-J— " <br />� <br />U <br />Q) <br />O W s <br />to c w <br />]k <br />YZ� <br />w <br />z�8 <br />t <br />U <br />Of <br />Y <br />Q <br />Q N <br />S� <br />o <br />M <br />Jz <br />� <br />CMO <br />f+� <br />J <br />Z <br />N <br />Z <br />Q <br />LL <br />zo <br />zo <br />Q N <br />C1 O <br />U <br />W LL <br />Uj i <br />Z <br />oa <br />ccv <br />r—� <br />o E <br />tj <br />XV <br />az <br />Uo <br />z <br />d � <br />Q O <br />&z <br />W w <br />¢� <br />� <br />CIO <br />as <br />a <br />O Y <br />Wf <br />mo <br />Z LL <br />z <br />m <br />� J <br />m <br />i0 <br />�''<w <br />2o <br />8 3 <br />a <br />0- <br />g <br />T <br />oLL <br />az <br />y F <br />LU`, <br />O <br />m <br />a a <br />2 <br />� K <br />Z <br />w <br />sr <br />S� <br />mi <br />M <br />dO <br />zl< <br />3 <br />`� <br />>M <br />J <br />0 <br />rn <br />m <br />c9 <br />r <br />L_ <br />N <br />co LO <br />LO <br />� � <br />1� <br />� <br />(n <br />v+LO <br />m <br />= <br />N <br />0) <br />N <br />T <br />N <br />Q LO LO <br />M <br />w T <br />M <br />y Lf) <br />o <br />Z <br />N <br />co <br />a <br />v <br />U <br />c <br />JOB <br />NO: 23-06123 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />