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v+ <br />3 <br />N <br />O <br />i <br />N <br />1�7 <br />Z <br />F-- <br />N <br />`v <br />C <br />v <br />O <br />N <br />N <br />I <br />rn <br />N <br />LO <br />to <br />N <br />i <br />O <br />cp <br />N <br />r7 <br />i <br />N <br />CO <br />N <br />v <br />v <br />Cr <br />¢Q <br />N <br />cV <br />N <br />J <br />LO <br />N <br />I <br />0 <br />N <br />I <br />M <br />i <br />r� <br />N <br />r <br />v <br />v' <br />cn <br />0 <br />0 <br />/ <br />Q1 <br />i <br />H <br />Q <br />rO <br />CD <br />a <br />E <br />0 <br />E <br />O <br />2 <br />0 <br />c <br />c <br />J <br />c <br />0 <br />v <br />U <br />J <br />a� <br />L,= <br />r� <br />N <br />O <br />0 <br />00 <br />rn <br />v <br />0 <br />0 <br />a <br />M <br />CV <br />0 <br />N <br />\ <br />ao <br />N <br />M <br />_°jv <br />0 <br />w <br />0 <br />w <br />Q <br />m <br />n� <br />v <br />N <br />SCALE: i' = T-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 GLU <br />NAILED MATCH NOE <br />OTHER l <br />\ 6', <br />/ <br />V WAL L <br />J_A <br />'_1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT t ' <br />NRS IN WALL I <br />--2x12 SYP <br />BEARS IN WALL I <br />-2x6 SYP / <br />\j 2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON 1MTS 12 w/ / <br />/ AT STRINGER CONTACT POINTS <br />/ \ NAILS) <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND 1" 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 1 <br />NOT TOUCH STRINGERS <br />' I�//////Zz <br />I �I <br />-I-2x4 BLOCKING FOR 2x12 � I <br />2x4 PT UNDER 2x12 I <br />ROVIDE MOISTURE <br />\ PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4' XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />I ' STRINGERS G <br />EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />` 2x4 SYP BLOCKING <br />FOR STRAP / <br />\ (SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLUE \ NAILS) <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <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" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER / FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , GLUED <br />GLUED AND AND <br />NAILEDi NAILEC <br />/ \I <br />' 2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <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: 1" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />2x8 SYP DRYWALL STOP MUST <br />�// NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />\ 'OR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = T-0" <br />-3/4 PLYWC <br />ON DECK <br />—2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER �C <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ / PER CONT <br />\ / V <br />I <br />I <br />_ L- (2) LAYER 4' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a'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 />F SECTION VIEW <br />SCALE: 1" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: V = 1'-0" <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />IED TO TOP PLATE <br />CUT INTO RIM BAND, <br />IED AND NAILED TO <br />RING WALL BELOW <br />L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />WALL JOINT <br />YWALL TO <br />/ER JOISTS) u <br />2X STRING�R <br />2X BLOCKING <br />SIMPSON MTS12 w/ ' <br />(14) 10d x 1 1/2" AILS <br />\2 D OR 2X BLOCKING <br />3f�D <br />RISt\-,_ <br />SECTION VIEW "H" <br />SCALE: 1" = T-0" <br />CO", <br />® <br />c�msc.,.c <br />n- <br />r is <br />y O l0 <br />C7 <br />ovaa� <br />45 <br />R3 d' G7 .G1 <br />y'a c.ca <br />O � A <br />N n- <br />d <br />� <br />R <br />co <br />CV <br />0 <br />N <br />a7 <br />O <br />L. <br />7. <br />To the best of the Engineers knowledge, information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />a � <br />w <br />0 <br />00 <br />1V <br />11J J � <br />� <br />2� <br />®M) <br />Y � <br />'5 {� 00 N # LL' 1.i. <br />0 <br />rn fo t` LL W L, <br />"o, <br />v <br />Z <br />_ O <br />��o <br />=Yo <br />o <br />Y M uj < <br />co C14 <br />f <br />W <br />c r <br />to 0)J Z <br />Z <br />r <br />00 ci mow <br />LO M Z U H <br />N c <br />Z <br />O U ❑❑❑ <br />W <br />CD <br />V M � <br />z N th <br />0 0 <br />�N <br />T <br />z g <br />) <br />� <br />z <br />QM <br />X <br />`L <br />y� <br />JL <br />i <br />cn <br />w <br />O—� <br />w o0 <br />c 2 <br />� <br />---1V) <br />' �� Tl9 <br />LlA <br />J <br />r--- — 5 <br />— s <br />I <br />71, <br />6 N <br />U)co <br />O <br />� ® <br />o <br />w <br />w <br />z <br />a <br />Lt <br />o <br />w � <br />oo <br />Z <br />Q <br />o. <br />E <br />Z <br />Co <br />i- iQ <br />O <br />g 00 <br />¢ <br />00 <br />0.o <br />E I <br />� <br />z{ <br />¢Z <br />C/3 CID <br />c <br />4 ❑ <br />q <br />pU <br />.0 <br />o1 <br />Zr <br />m <br />�g <br />¢w <br />omRON <br /><o <br />CO y'S <br />T ?I <br />LLop <br />aw <br />N <br />lu <br />m <br />p <br />= <br />aw <br />�3 <br />S <br />0 <br />a <br />VM' <br />zl< <br />0 z <br />c <br />g T" <br />:n <br />> 00 <br />m <br />r <br />CV <br />N <br />CM <br />Co <br />Ln <br />N <br />r <br />C <br />50 <br />0 <br />'^ cYi <br />VJ <br />r <br />r <br />0 <br />Ln <br />a--' <br />M <br />LO <br />�- <br />NN <br />O <br />N <br />N <br />Ls� <br />Cfl <br />00 <br />r <br />ui <br />E <br />N <br />o <br />Z <br />t6 <br />Z <br />j <br />E T <br />N <br />c <br />m <br />E <br />U) <br />EL <br />U _j <br />Q <br />-r <br />JOB <br />NO: 23-12160-12165 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />T <br />-- - -iTi —17111" ,i—ram-_. 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