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3 <br />v, <br /><Y <br />w <br />4- <br />0 <br />i <br />x <br />m <br />N <br />p <br />ID <br />Cn <br />v <br />0 <br />O <br />N <br />0 <br />O <br />J <br />0 <br />an <br />0 <br />I <br />N <br />v <br />7 <br />O <br />N <br />O <br />rn <br />Q <br />N <br />N <br />a <br />E <br />FF <br />(D <br />E <br />0 <br />v <br />c <br />c <br />J <br />CD <br />L� <br />E2 <br />v <br />v <br />0 <br />�I <br />y <br />'o <br />a <br />0 <br />U <br />J <br />LZ <br />N <br />N <br />N <br />c, <br />a <br />O <br />to <br />0 <br />v <br />0 <br />v <br />SCALE: -fI' = 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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 6', <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />I 't2x8 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: 1' = 1'-0" <br />VV/1LL <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />C2X SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />U <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'4" <br />-3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED/ <br />CKING <br />AND NAILED TOFRAMING <br />dFOR <br />TS12w/2" <br />2x4 DRAFT 2x12STOP <br />TREAD <br />GLUEDAND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />B <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <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 2" 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 <br />%RS IN WALL i <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 1 XFOR STRAP2x4 PT NOTCHED INTO STRINGETAPCONS @MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILS) OF STAIR TO CONC. W/"X NAILED TO STRINGER <br />/ 2 4" TAPCONS @ MAX. 32" O.C. / <br />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6', <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />SIN <br />STRINGERS G--L�� <br />E2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOO1 <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 />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />—77/ 0 <br />/ (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 3'X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = T-0" SCALE: 1" = 1'4' <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />JD 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 />TRUSSES <br />JOINT <br />_TO <br />)ISTS) <br />H <br />ZX STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />.a <br />>LLJ <br />CL <br />�s <br />Ls a n a <br />M -, cz <br />cc <br />ssN� <br />N cc <br />9D cz w <br />3: E ,d <br />as cm, <br />, Cj <br />3 <br />. 4 <br />v 17._C3 <br />c E <br />E <br />4' ®� i <br />Z <br />, <br />FESStaeZ�+'�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 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 />Engineers signature and seal. <br />W v E <br />N o <br />Q N 6 I <br />(� N N <br />°N' <br />€. 6 <br />® co <br />,( <br />iMMli rn N CD ik LL <br />a J U_ <br />— a Z Y <br />coN C: 00 z <br />A CO O O <br />W o�mrn m <br />r <br />r <br />4j <br />W <br />Z 00 L0 N Z Q <br />Cl) <br />a <br />N <br />Z O U ¢ Ov <br />W U ua <br />;. O❑ <br />z N M <br />00 <br />¢N <br />Z o ¢ <br />J <br />N <br />c] <br />Cir o <br />Q� <br />}.� cn a <br />Li.1 <br />—� <br />0 <br />O LLJ q <br />�y N <br />N <br />Lij M <br />50 <br />U o y <br />U) <br />° <br />2, <br />N 0 <br />o <br />w <br />M <br />O> <br />z <br />Z <br />Q <br />�o <br />�� <br />>� <br />Zo <br />zo <br />a_ o <br />E V <br />o° <br />z <br />oa <br />F� (0 <br />� 0 <br />0 o <br />",=,E <br />p <br />0 <br />° z <br />z <br />W <br />a> <br />az <br />S <br />Wz <br />w <br />M <br />C: <br />¢o <br />m0 <br />O F <br />N <br />q0 <br />S <br />YZ <br />S o <br />C0 <br />O <br />LL <br />< 0 <br />a Z <br />_ <br />ti <br />m <br />a p <br />az <br />F <br />�3 <br />=F <br />J <br />cn <br />a- <br />oIQ <br />a 1 <br />o 3 <br />Cz <br />0 <br />.L <br />O <br />rn <br />C� <br />LO <br />CID <br />CN <br />O � <br />CD <br />Y <br />O <br />U) m <br />N <br />LO <br />0 -2 <br />co co <br />O <br />.Q <br />ICT p <br />N <br />Q M N <br />r <br />E <br />E M <br />z <br />@ <br />Z <br />E to T <br />V] <br />f6 <br />C <br />a <br />E <br />ci Q o <br />JOB <br />NO: 23-00504 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />i 1 __77' I i ,T- — _ t-- - _.— T I A —In l__T_ P1, 1 <br />