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3 <br />w <br />I <br />d' <br />r- <br />0 <br />i <br />z <br />CD <br />.a <br />C) <br />0 <br />CD <br />d <br />4 <br />7 <br />N <br />0 <br />O <br />r� <br />O <br />J <br />M <br />N <br />0 <br />0 <br />N <br />0 <br />0 <br />rn <br />Q <br />N <br />i' <br />F— <br />E <br />0 <br />v <br />c <br />c <br />i <br />ri <br />E2 <br />0 <br />U <br />E! <br />U <br />I <br />i <br />U <br />A <br />0 <br />i <br />0- <br />c <br />.o <br />0 <br />N <br />0 <br />N <br />N <br />0 <br />0 <br />0 <br />N <br />cV <br />0 <br />(V <br />LO <br />r <br />a <br />w <br />0 <br />cn <br />SCALE 3' = 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 />VVHLL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER _ <br />3/4" RISER CUT TO FIT <br />STRINGER <br />A <br />MAINTAIN BETWEEN <br />� <br />�� <br />AND I" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER — <br />BLOCKING FOR <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STRAP GLUED TO <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iYP CUT TO FIT <br />\RS IN WALL <br />2x12 SYP BBEARS <br />IN WALL <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />- ROVIL MOISTURE <br />-2x6 SYP <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />OF STAIR TO CONC W/ 4" X <br />2" TAPCONS @MAX. 32" O C. <br />/ <br />/2x4 PT NOTCHED INTO STRINGER <br />2x4 PT NOTCHED INTO STRINGER\ <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" <br />ATTACH ALL COMPONENTS <br />1x4 GLUED AND <br />AT STRINGER CONTACT POINTS \ <br />/ <br />NAILS) <br />/ <br />OF STAIR TO CONC. W/ a' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />\ NAILED TO STRINGER <br />EW"All <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G. 1 — SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ <br />TOP OF <br />STRINGER <br />TREAD <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />"N <br />[ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />E2x4 <br />BLOCKING FOR 2x12 <br />SIMPSON A35 <br />il <br />2x4 PT UNDER 2x12 <br />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 S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" SECTION VIEW "Ell <br />SCALE 1" = 1'-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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" = T-0" <br />ZINGER <br />A <br />GLUED <br />:) NAILED <br />SECTION D—D <br />20 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />/ 9 <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2x4 SYP BLOCKING <br />AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />SYP GLUED FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />ANN D NAILED TO <br />(SIMPSON MTS12 w/ <br />NAILED TO STRINGER <br />FRAMING <br />F (14) 10d x 1 112" <br />2x4 DRAFT 2x12 NAILS) <br />o <br />STOP TREAD <br />GLUED <br />GLUED AND <br />D <br />NAILED --\ i <br />NAILED---- \ / <br />DRAFTS THiP <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 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: 3' = 1'-0" <br />0 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU LNOT TOUCH STRINGERS <br />AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS -� FOR DRYWALL SPACING <br />B <br />H <br />SECTI <br />ON VIEW <br />SCALE: 3" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C �I 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 BOTTt <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" 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 />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCK(Z, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />L JOINT <br />_L TO <br />OISTS) <br />D NAILED AND <br />O TOP PLATE <br />INTO RIM BAND, <br />,ND NAILED TO <br />WALL BELOW <br />L POST LET INTO <br />ILQCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />L JOINT <br />LL TO <br />OISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />OPSON MTS <br />2 w/ <br />>) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />IS RR <br />VARIES <br />>ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />cJ <br />N <br />c=)LU <br />s <br />Cb C. <br />l'' o <br />ryr U Cy n b <br />JIM N <br />x <br />Q <br />i <br />yT... N .0 <br />-Z N <br />a• Q w a, <br />E _ <br />u 4 <br />m <br />sn Q .a <br />c E <br />=° o <br />tSEtiit1111 II <br />,t4i��tF <br />�kkO W N ;/// <br />j G cal. <br />_ Cr �n ro • <br />n, <br />z <br />OFESSIO <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W E <br />F o <br />a p m <br />O N o <br />VN m <br />0 <br />J <br />a =J LL W <br />-J lL Lu a <br />a <br />0 <br />Z m c <br />f 2 C ? <br />2 �; O <br />21- <br />m w <br />WW CD <br />_ 0 <br />co <br />IL Z NZ d J <br />z C"I <br />Ov <br />C) <br />W ❑ El <br />7 N Cg'1 <br />l � N <br />Z � � <br />z <br />_ <br />IL <br />U <br />DLQ C/) <br />c6 _— <br />,rvarcr, E,........ <br />_ £ 8 <br />_.,ft u <br />U) <br />C <br />N O� <br />r-. <br />� <br />M <br />M <br />w <br />U- <br />o 0 <br />E ° <br />o <br />Q <br />a <br />> ty <br />Z� <br />°wtt <br />z <br />cv <br />� <br />N <br />f0 <br />aos <br />�o <br />rn <br />N � <br />� <br />ppx U <br />0, <br />r <br />z <br />aJ <br />s W <br />U <br />'oa <br />O <br />FIB <br />'0 Q <br />CC) <br />2rt <br />°> <br />C <br />m COCC <br />Om <br />co <br />CD <br />� <br />N <br />� CDO <br />Y � <br />O <br />CL <br />co 0 <br />co <br />t= <br />Lf <br />7 <br />cc <br />N <br />LO <br />N <br />Q m ; <br />'— <br />E <br />M N <br />N <br />o <br />z <br />m <br />z <br />Y <br />E O <br />m <br />0-C) <br />E -o o <br />0 <br />-i 4 C] <br />= <br />--j <br />JOB NO : 22-12351 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />