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v <br />2 <br />w <br />Ce <br />0 <br />m <br />N <br />0 <br />rn <br />0 <br />co <br />J <br />0 <br />C> <br />0 <br />I <br />M <br />i <br />N <br />0 <br />L0 <br />0 <br />CN <br />Ln� <br />rn <br />Q <br />CN <br />/ <br />O <br />a <br />E <br />E <br />0 <br />C, <br />v <br />J <br />Cl- <br />E <br />0 <br />v <br />0 <br />J <br />V <br />LZ <br />CV <br />0 <br />Ln <br />Ln <br />v <br />a <br />0 <br />0 <br />Ln <br />Lo <br />0 <br />a <br />0 <br />z <br />LU <br />W <br />m <br />v <br />v� <br />SCALE: 2" = 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 />\ O <br />VVHLL <br />SE <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-" <br />AND i' 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 />3YP CUT TO FIT i <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />A I rl 2x4 PT UNDER 2x12 U <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 1, X2x4 PT AND NATOD HE FLOOR WITH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />\ NAILS) OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "B" GA�� <br />SCALE: V = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER \ I r <br />r <br />EJ'A <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ <br />D NAILED TO FLOOR WITH GLU NAILS) <br />x 1 1/2" <br />STRINGER CONTACT POINTS \ NAI <br />CTION VIEW "D" SECTION VIEW "E" <br />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 />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 />DRAFT STIOP <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCOD 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNENOT 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: 12' = 1'-0" <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 />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />_ SCALE: 2' = T-0" <br />SCALE: 1" = T-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />1x4 GLUED AND NAILED TO STRINGER <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />^2x4 DRAFT <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />PER CONTRACTOR <br />PROVIDE <br />2x8 SYP DRYWALL STOP <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />*��k <br />--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2X8 BLOCKING <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />FOR NEWEL POST <br />/ <br />STRINGER <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />BEVEL GLUED AND <br />s <br />OR 1 rX16" LVL <br />FROM JOIST TO JOIST. USE <br />NAILED TO SUPPORT <br />2 X 12 BLOCKS,GLUED AND <br />FLOOR <br />W/ SIMPSON H3 <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <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 />F SECTION VIEW <br />SCALE: Z' = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) 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 />BRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />JER 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 "H" <br />SCALE: 1" = 1'-0" <br />cN-41 <br />o - <br />N <br />P <br />CU 'si <br />® Z Lb X <br />ra C <br />N O N <br />a: <br />d <br />Eon c <br />e, <br />c m a> -0 <br />c Q <br />c E <br />c <br />•0� <br />A <br />U T <br />U <br />'A O ;�SSIO��` <br />\0 <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 />Residential <br />7th Edition. Engineers 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 />Q <br />v E <br />o 0 0 <br />V <br />C <br />Y 5o C N oo <br />N <br />!`4 <br />' <br />Al <br />N <br />7 <br />U)N�a # LL <br />N M 52z J <br />Z <br />a <br />L m z <br />w o _ <br />_ @ C ` � 0 <br />Z <br />0 L <br />- MZ K <br />N <br />o <br />o V U <br />'� a <br />❑ ❑ <br />M � <br />N h <br />00 <br />z o � <br />J <br />(Z n <br />r <br />13 <br />M <br />o <br />Cz <br />v <br />4-J <br />C6 <br />c <br />L1J <br />U <br />O <br />Q ) V) <br />L LJ o <br />N� <br />UVA <br />U <br />LU <br />U 0 <br />Q N <br />�� <br />o <br />w <br />M <br />_ <br />O <br />LL <br />E E <br />0 <br />E U <br />z <br />w�z <br />g N <br />nLa <br />H <br />�00M 0 <br />C.0 <br />0GK <br />u O <br />0 <br />iiZ <br />� <br /><z <br />0 <br />wZ <br />¢ , <br />CIO <br />G <br />a C <br />`z <br />.Q <br />oo� <br />° o <br />0z <br />z <br />Z <br />m � <br />`� m <br />'< w <br />g0 <br />T <br />.1 <br />N W <br />O <br />m <br />g <br />y <br />1, <br />~ K <br />z <br />J w <br />� <br />o <br /><Q <br />0 <br />;o <br />F <br />IIIIIIIIIII� <br />M <br />v <br />zlR <br />0 <br />o 3 <br />0 <br />c Q <br />w <br />'M <br />Orn <br />�o <br />c9 <br />co <br />:) r <br />CO <br />'/� <br />Q <br />Cr <br />> <br />co <br />T <br />CL <br />0 <br />(nV <br />N <br />[0 <br />_ <br />L 0 <br />0 <br />V)o <br />LO <br />N <br />Q <br />M <br />LC)T <br />(0r <br />E <br />m <br />w <br />LO <br />o <br />z <br />z <br />E O <br />c <br />a <br />U <br />Q p <br />c <br />JOB <br />NO: <br />23-06103 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />