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_1 I[ I'_ 11 1 1 1 <br />v+ <br />c <br />I <br />v <br />C <br />V) <br />0 <br />L0 <br />0 <br />J <br />m <br />rn <br />N <br />I <br />rM <br />N <br />I <br />cV <br />CV <br />c <br />I <br />cp <br />v <br />0- <br />cn <br />0 <br />-a <br />0 <br />N <br />LO <br />I <br />J <br />00 <br />rn <br />N <br />M <br />d <br />N <br />I <br />v <br />C <br />rCr <br />v+ <br />c <br />Y <br />1-2 <br />N <br />N <br />O <br />CI- <br />E <br />F— <br />a� <br />E <br />O <br />v <br />C <br />J <br />i <br />r7 <br />CL <br />U <br />c <br />0 <br />vl <br />rn <br />U <br />N <br />'o <br />a <br />0 <br />v <br />tt` <br />0 <br />N <br />im <br />0 <br />6 <br />Na <br />0 <br />N <br />N <br />v <br />0 <br />¢ <br />M <br />m <br />v <br />a� <br />v <br />N <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 J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />STRINGER MUST MAKE FULL \ 2x4 BEHIND RISER <br />CONTACT WITH LANDING BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ <br />FLOOR 2x4 DRAFT RISER AND TREAD <br />STOP <br />JOIST SIMPSON A35 OR / / 2x8 SYP DRYWALL STOP MUST / <br />LSC EACH NOT TOUCH STRINGERS I <br />STRINGER 2x SYP CUT TO FIT <br />BEARS IN WALL ' <br />x12 SYP I I <br />I BEARS IN WALL �+ 2x4 BLOCKING FOR 2x12 / I <br />ALL STAIR STRINGERS / I 2x4 PT UNDER 2x12 Cj <br />AND TREADS TO BE 1 3/4 x 11 2x6 SYP / , 1 ROVIDE MOISTURE / <br />VL \ \ PROTECTION <br />#2 SYP (MIN.) L2AAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/" X / <br />THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @MAX. 32" O.C. <br />GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ 1x4 GLUED AND <br />3/4 PLYWOOD NOT LANDING \ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS <br />SHOWN IN DETAIL FOR \ / \ NAILS) / OF STAIR TO CONC. W/T"X NAILED TO STRINGER <br />CLARITY � f / \ � 2 �" TAPCONS @MAX. 32" O.C. <br />2x4 CUT ON BEVEL \ � � — — -r � / <br />DOES NOT BEAR IN — — <br />ALL WOOD TO WOOD Et. D D WALL GLUED TO <br />CONNECTIONS TO BE 2x8 <br />GLUED (PL 200) AND F SECTION VIEW "A" SECTION VIEW "B" G. - SECTION VIEW "'C" <br />NAILED (MIN. (2)16d). / \ <br />SCALE: 1" = 1'-0" 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 <br />TOP OF ' <br />\ STRINGER <br />2x4 UNDER STRINGER GLUED AND—v - <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />j- I iii 2x8 BLOCKING FOR STRAP 2x8 SYP <br />L-1 x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VI EW <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 />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 />I <br />I <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 />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ _ 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />TREAD � <br />1x4 GLUED AND NAILED TO STRINGER <br />6 <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />2x4 DRAFT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />N <br />PER CONTRACTOR <br />PROVIDE <br />2x8 SYP DRYWALL STOP <br />' <br />\ <br />\ <br />/ V <br />BLOCKING <br />' <br />2x SYP CUT TO FIT I <br />MUST NOT TOUCH <br />I STRINGERS <br />G <br />I <br />BEARS IN WALL <br />' <br />� <br />2x12 SYP BEAR <br />IN WALL <br />E� <br />2x4 BLOCKING FOR 2x12 <br />\ <br />SIMPSON A35 <br />2X8 BLOCKING <br />I <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />FOR NEWEL POST <br />1 <br />2x6 SYP7 <br />STRINGER <br />\ <br />TO ANCHOR TO. <br />_ <br />(2) LAYER J" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />A35 OR <br />SIMPSONLSC <br />2x4 SYP BLOCKING <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />(SIMPSON MTS12 w/ <br />BEVEL GLUED AND <br />OR 1 j"X16" LVL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />STRINGER <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />FLOOR <br />TRUSSES <br />AND NAILED TO FLOOR WITH GLUE <br />NAILS) <br />@ 6" O.C. TOP, BOTTOM <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />/ <br />AND VERT. <br />DOES NOT BEAR IN <br />WALL <br />- \ \ <br />�' <br />NEWEL POST <br />SECTION <br />VIEW "D" SECTION <br />VIEW "E" <br />SECTION <br />VIEW "G11 <br />BLOCKING <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED" <br />PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—/ <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />!. <br />SCALE: 1" = V-0" <br />Lt?x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4/GLUED AND NAILED TO STRINGER <br />\ rOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: z" = 1'-0" <br />-3/4 PLYWOOC <br />ON DECK <br />--2x8 SYP GIL <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />F SECTION VIEW <br />_ SCALE: " = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />SCALE: AS NOTED <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />tRING WALL BELOW <br />i'WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />2 <br />2X BdOCKING X STRING�R <br />SIMPSON MTSJ2 w/ ' <br />(14) 10d x 1 1/2"NAILS <br />Z OR 32X BLOCKING <br />3 D <br />RISte / <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />M <br />o, <br />Co <br />d <br />v a cco <br />c' <br />C f0 Co <br />X <br />p CoLl- <br />�+ ca o ._ <br />N N .G <br />N U f0 <br />Q N Y <br />°j w <br />np. E L c <br />N d <br />�L3 <br />0. V <br />`�'`�j,�RC � ► Cie' � ;ti, <br />.��. <br />E S S <br />�f ,01111(lItttVlkol <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 />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />E <br />g_� <br />0 2 N °° <br />�N0 <br />N <br />Q L LL W <br />N U- l <br />� a <br />_ ma o a <br />c <br />L_m� 7g <br />r�i�piO' m <br />zt' M Z < r- <br />ILW <br />N <br />OU Co) <br />Z <br />W o0 <br />7_ N M <br />CS, <br />z 0 <br />z <br />Q <br />a <br />z <br />4 _, <br />�U <br />w s <br />'N'^ L" N <br />� <br />Lau � <br />U <br />c <br />Q � <br />_I 0 <br />o, <br />r` <br />w <br />M <br />z <br />f <br />a E <br />v <br />X o <br />K <br />w� <br />QQ <br />) <br />Z <br />�® <br />oa <br />««O <br />co <br />_ n <br />E <br />oQ <br />go <br />o <br />z <br />g ro <br />t <br />g� <br />a� <br />Z <br />�w <br />OD <br />� c <br />aC <br />` <br />& <br />z <br />d <br />gLL <br />z0 <br />J< <br />d <br />oLL <br />Zo <br />mw <br />W <br />U <br />a <br />O <br />O <br />wa <br />a <br />0 <br />° <br />c 0 <br />0 <br />LO <br />> (� <br />T <br />1 U <br />Cn <br />L° <br />m <br />F- <br />O <br />� <br />T <br />N <br />LLO <br />N Q <br />*� <br />7 <br />LIB <br />00 <br />r <br />v i m U <br />N <br />00 <br />rn <br />04 <br />F- <br />o <br />Ln <br />o0 O <br />M <br />c6 <br />T- N <br />T N <br />T <br />m <br />M = <br />iri N <br />o <br />Z <br />Z <br />E O r— <br />`M <br />c <br />a <br />o <br />U -j ¢ p <br />c <br />JOB <br />NO: 22-12493-12498 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />