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Jill,1 IL— _ 11 _ 1 1' I J— _ I I_ i 11 — <br />21 <br />a <br />rn <br />00 <br />00 <br />v <br />rn <br />g <br />0 <br />A <br />O <br />I <br />a <br />N <br />Ln <br />LO <br />v <br />0 <br />En <br />�4 <br />V <br />J <br />rn <br />0 <br />I <br />N <br />v <br />z <br />0 <br />v+ <br />CN <br />Q <br />0 <br />a <br />E <br />y <br />a� <br />E <br />0 <br />x <br />O <br />C <br />J <br />i <br />N <br />tZ <br />U <br />P <br />C <br />U <br />_p <br />a <br />U <br />a <br />I <br />i <br />0 <br />a� <br />tZ <br />N <br />O <br />rn <br />0 <br />0 <br />0 <br />a <br />00 <br />N <br />rn <br />CV <br />tz <br />Q <br />55� <br />SCALE: 4" = 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />V V/•1LL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 4" <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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />ARS IN WALL <br />2x12 SYP <br />BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />[A�ACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ J" X <br />AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C.AT STRINGER CONTACT POINTS NAI S) x 1 1/2" ATTACH ALL COMPONENTS NAI1X4LED <br />GLUED AND <br />NAILS) / OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" <br />SECTION VIEW "Bit <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />..ccSTRINGER <br />V9 <br />/ 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP 11�� <br />MUST NOT TOUCH <br />STRINGERS G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />N VIEW "D11SECTION VIEW "Eli <br />SCALE. 1' = 1 -0 SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE. 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <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 />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED-- i <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />11x4 <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: I" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />I:W <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />4 <br />y-AE%SECTION VIEW <br />SCALE: 17' = 1'-0" <br />ArL <br />F <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 />SECTION VIEW licit <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />El <br />-(2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING <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 <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />SE <br />CTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />- POST LET INTO <br />-OC K <br />DE <br />:ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />rO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />LL JOINT <br />\LL TO <br />JOISTS) <br />JD NAILED AND <br />TO TOP PLATE <br />T INTO RIM BAND, <br />AND NAILED TO <br />G WALL BELOW <br />LL JOINT <br />\LL TO <br />JOISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />IMPSON MTS 2 w/ <br />NAILS <br />D OR 2X BLOC ING <br />3 <br />RIS R <br />VARIES <br />N)ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />c-a <br />C`- <br />c.?� <br />r <br />cfl�!, = <br />C`" cr <br />J ,y� <br />a, :C <br />1 <br />m m <br />� d <br />N J ca <br />w <br />v •7 C CJ <br />c o <br />` co <br />J <br />O- <br />O <br />�0 `11 <br />fit• OF <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 />Engineers signature and seal. <br />4' Q <br />E <br />o p <br />.rye' U Cl <br />�r <br />NN <br />WN <br />� <br />r: N 0 , +� <br />J <br />r., ♦� N 0aj <br />Z rn <br />_ 8 $ Fe <br />0 <br />;ux <br />CS <br />W m <br />LO M Z d <br />LL <br />N <br />0 <br />= O U <br />00 <br />I N M <br />L' r� <br />J <br />2 <br />C 9 <br />�� - LL <br />Ln C w <br />v <br />Nn e t— J <br />2 8 <br />l <br />I " <br />Eli _ <br />0 <br />r� <br />o <br />w <br />; <br />M <br />yy <br />� S <br />U14 CK) <br /><� <br />�� <br />o� <br />" <br />�a <br />z <br />N T} <br />a <br />u <br />r <br />"q <br />F-- <br />a <br />n7 <br />N O <br />zN� <br />e}u <br />¢ <br />2 <br />So <br />CL <br />'w _ <br />a I <br />W <br />U <br />^< o <br />nLL <br />o <br />ad <br />U <br />an <br />o <br />v <br />�Ia <br />a- <br />° z <br />.2 O <br />J <br />> <br />LO <br />ai <br />rn <br />co <br />�—.LO <br />Q <br />co <br />0 <br />O <br />Oco <br />O <br />(n o co <br />N <br />m <br />ca <br />LO <br />� � <br />C7 N <br />d7 <br />LO <br />OO <br />N <br />rn N <br />Q LO rn <br />r <br />co <br />Z <br />M N <br />' y, 0 <br />0 <br />Z <br />n <br />E <br />m <br />c <br />fO <br />a <br />E o a m <br />0 a o <br />c <br />aci <br />JOB <br />NO: 22-09414 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />