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0 <br />N <br />0 <br />a <br />LO <br />g <br />I <br />N <br />0 <br />J <br />L0 <br />tLo7 <br />O <br />N <br />00 <br />L0 <br />I <br />M <br />2 <br />rN <br />J� <br />0 <br />N <br />I <br />81 <br />0 <br />g <br />LO <br />S <br />r7 <br />J <br />r <br />U) <br />rn <br />c <br />3 <br />Q <br />N <br />0 <br />CL <br />y <br />a> <br />O <br />2 <br />L <br />O <br />c <br />N <br />J <br />co <br />0 <br />LZ <br />U <br />v <br />0 <br />U <br />N <br />I <br />Y <br />i <br />c <br />0 <br />U <br />J <br />a) <br />LZ <br />N <br />N <br />1 <br />N <br />0 <br />C <br />a <br />M <br />a <br />N <br />0 <br />Q <br />m <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />STRINGER MUST MAKE FULL \ <br />CONTACT WITH LANDING / <br />FLOOR <br />JOIST SIMPSON A35 OR <br />LSC <br />STRINGER x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />x12 SYP ~' <br />ALL STAIR STRINGERS I BEARS IN WALL � I <br />AND TREADS TO BE 1 3/4 x 11 / 1 <br />VL 2x6 SYP / <br />#2 SYP (MIN.) <br />2x4 SYP BLOCKING <br />THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />(SIMPSON MTS12 w/ <br />3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) PS x 1 1/2" / <br />LANDING \ / AT STRINGER CONTACT POINTS <br />SHOWN IN DETAIL FOR \ NAILS) <br />CLARITY <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR <br />ALL WOOD TO WOOD D D WALL GLUED TO IN <br />CONNECTIONS TO BE 2x8 <br />GLUED (PL 2AND F <br />NAILED (MIMIN.. (2)16d). SECTION VIEW "A" SECTION VIEW "B" <br />(2 <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i — <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" T <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND i <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 <br />1 <br />/I <br />-+--�x4 BLOCKING FOR 2x12 �/ I <br />2x4 PT UNDER 2x12 C I <br />1 tCONC. <br />IDE MOISTURE ' <br />\ ECTION / <br />LZATTACHNTS / <br />J" X <br />2" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ �' X NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />GA�� <br />TOP OF I \ <br />STRINGER I <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 UNDER STRINGER GLUED AN <br />/ <br />2x4 DRAFT <br />NAILED TO LANDING BLOCKING <br />x8 SYP <br />STOP <br />�� [ <br />D <br />/ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' <br />2x4 PT NOTC <br />INTO STRINGER <br />' <br />2x SYP CUT TO FIT <br />I <br />1 STRINGERS <br />G <br />H D <br />BEARS IN WALL <br />I <br />\ <br />2x8 BLOCKING FOR STRAP <br />2x8 SYP <br />2x12 SYP BEAR <br />IN WALL <br />EI <br />I <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />J2 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />1 <br />STRINGER I< <br />1 blocking <br />2x6 SYP <br />/ <br />F <br />x4 <br />5OPTION: <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />E <br />SIMPSON A35 OR <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2X4 CUT ON <br />FLAT STRAP NAILED TO RISER AND <br />LSC EACH <br />(SIMPSON14)1Od MTS12 w! <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />THEN WRAPPED AROUND STUD - <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />x 1 1/2" <br />/ <br />AND NAILED TO FLOOR WITH GLUE <br />NAILS) <br />NAILS) <br />S) <br />W/ SIMPSON H3 <br />PLAN VIEW <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />/ <br />DOES NOT BEAR IN <br />SCALE. " = T-0" <br />WALL <br />\ <br />/ <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 />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 2x4 SYP BLOCKING — N <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 />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />E <br />`tW SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1 x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �" = 1'-0" <br />SECTION VIEW "D" <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 />.f--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—� <br />AT STRINGER CONTACT <br />POINTS <br />J <br />SCALE: 1" = T-0" <br />L \t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />\ 1x4`GLUED AND NAILED TO STRINGER <br />r \ KOR DRYWALL SPACING <br />sm <br />SECTION VIEW "Ell - <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />_ SCALE: J" = 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 NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT <br />\ / V <br />I <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: 4" = 1'-0" <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 />L POST LET INTO <br />LOCK <br />I DE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />=LOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X B�OCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AIL <br />\ND D OR 2X BLOCKING <br />3F>) <br />RISLN3^ <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />cn <br />N <br />0 <br />N <br />00 <br />O c <br />o <br />r w <br />0 <br />at- <br />N f1} <br />a �} Y <br />N <br />No Pc�)3 5 <br />•• <br />) STAT E OF :''�•- <br />1. �. <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 Florida Building Code - <br />Resldential 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 />M <br />8 S <br />o <br />A <br />O Y oo N 00 <br />oo 00 <br />ut <br />W v� •k LL <br />Q M <br />LL LOU_ <br />LL LL <br />w <br />— M a <br />t � <br />�o o <br />W ' tO o <br />m w <br />T. ul N Z Q <br />Z <br />ML <br />Z N OIL 0 <br />W ❑ ❑ <br />^' N <br />fp<O <br />Q V <br />77 <br />In z v <br />v <br />� � <br />o <br />.O <br />-- <br />w <br />Ul c m <br />f— <br />_ � 8 <br />U' <br />� d <br />a <br />• <br />vim� <br />o <br />z <br />U_ <br />z? <br />p <br />woe <br />� U <br />H ro <br />aj <br />oa <br />0� <br />E <br />ga <br />rz <br />zOL <br />ro <br />W t <br />$x <br />wZ <br />to <br />mJ <br />�gw <br />z <br />`" <br />� N <br />3 <br />g� <br />o <br />V <br />W$ <br />� <br />mo <br />�w <br />J <br />LO 0 <br />_ � <br />m <br />l0 <br />N <br />O <br />H <br />N_ <br />0 <br />� <br />Ln <br />O <br />Co <br />C:1 <br />04 Q <br />N <br />00 <br />m U <br />N <br />0 LO <br />LO <br />to M <br />LO <br />C <br />.n 0) O <br />LO <br />O <br />C <br />tT N <br />Q o <br />,te <br />n <br />ai <br />1 M t— <br />N <br />o <br />z <br />M <br />z <br />y <br />E 1— y <br />`m <br />a <br />E <br />U J Q <br />-t <br />JOB <br />NO: 23-00582-00577 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />