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3 <br />v <br />J <br />w <br />I <br />co <br />M <br />Co <br />v <br />V)) <br />0 <br />J <br />Q <br />to <br />O <br />I <br />N <br />`v <br />o- <br />ram+ <br />a <br />M <br />a <br />E <br />0 <br />v <br />J <br />i <br />a <br />E <br />0 <br />v <br />0 <br />J <br />a� <br />t� <br />M <br />ZZ <br />LO <br />16 <br />v <br />0 <br />0 <br />N <br />N <br />in <br />tz <br />U <br />W <br />0 <br />m <br />d <br />0 <br />cn <br />SCALE: z' = 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 />01 <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 />BOTTOM, GLUED AND <br />1/2" NAILS) <br />/ <br />NAILED TO STRINGER <br />/ <br />2x12 TREAD / <br />-- <br />GLUED AND <br />NAILED <br />I <br />2x� <br />DRAFTS <br />P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONEI) <br />-2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE- —NOT <br />AT STRINGER CONTACT <br />TOUCH STRINGERS <br />/ <br />NAILING <br />2x4 BLOCK IN KNEEWALL FOR 2x12 <br />/ <br />POINTS / \ <br />_ 1x4 GLUED AND NAILED TO STRINGER <br />E/ <br />_ <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 4' = 1'-0" <br />MALL <br />J <br />—A <br />PAr <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ TT <br />) � `` \ \ <br />3YP CUT TO FIT 1 ' <br />kRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />—2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ / <br />/ AT STRINGER CONTACT POINTS NAILS) <br />/ <br />/ \ NAI <br />/ <br />�I EW "A" SECTION VIEW "Bit <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 J" 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 />-I- 2x4 BLOCKING FOR 2x12 � I <br />C <br />2x4 PT UNDER 2x12 I <br />t 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/J" X \ NAILED TO STRINGER / <br />2 -1" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW licit <br />TOP OF <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT / <br />I STOP <br />2x8 SYP DRYWALL STOP ' <br />MUST NOT TOUCH <br />I ' STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE�/ <br />(14) 10x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE <br />DETAIL <br />SCALE: 1" = 1'-0" <br />INGER <br />GLUED <br />) NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEE <br />I/ <br />1 <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 />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />EIM <br />PAr <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />/ FOR DRYWALL SPACING <br />H <br />SECTION VIEW "Eli <br />E SECTION VIEW <br />SCALE: 4" = 1'-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 />STRINGER \x <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />\ / I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />/ TO ANCHOR TO. <br />J tA� (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X B11OCKING <br />PSON MTS J2 w/ ' <br />10d x 1 1/2" \NAILS <br />F� <br />3 D �� D OR 2X BLOCKING <br />RISL�2 / <br />VARIE <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />N <br />O <br />_ <br />N <br />d <br />6 � <br />U GN <br />cD U C', <br />p- <br />ca <br />'n d N L <br />V, �, o co <br />_CX N <br />3 .= a� <br />3 E s c <br />W CD <br />Q= •- y <br />✓ U d <br />� C O <br />E <br />� o <br />ca <br />0 <br />a <br />• <br />cv <br />� <br />�. <br />To the best of the Engineer's 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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />o E �, N <br />O <br />O C7 N <br />V <br />O N <br />Cn <br />C n <br />0 <br />U J <br />�" LL LL <br />M <br />nMv LL a d <br />Q <br />2 <br />m LL LL nw z <br />z <br />o <br />-. - 5 <br />_- <br />t mo_ 2)o <br />W <br />0 % J <br />0] <br />of G <br />� <br />W <br />Z <br />0 w <br />o (� Z U of G H NIL <br />a <br />� <br />Z <br />o ❑❑❑ <br />IL <br />z N o <br />z m N <br />z iz <br />Q R <br />dG N <br />N <br />M <br />z <br />A4- <br />Li <br />V 9 <br />w <br />U <br />�p <br />O— <br />( 0 <br />LLI 8 <br />rs <br />L; <br />w J <br />E <br />sI <br />= L <br />w N <br />U O <br />O <br />C 0 N <br />N <br />14 <br />0 <br />Z< <br />co <br />rMi <br />J <br />o 3 <br />z <br />Z <br />a <br />� <br />tV E <br />o <br /><N <br />mE o <br />v <br />_® <br />o� <br />I— d <br />2a <br />.O <br />10 <br />CC <br />O E <br />c0 <br />¢a <br />°' � <br />O� <br />w z <br />z <br />� <br />N <br />a o <br />¢ <br />i <br />o CO p <br />¢ o <br />` <br />m <br />°. <br />z <br />aw <br />ZZ <br />Zo <br />Q <br />C/5 � <br />aLL <br />w <br />U <br />a z <br />W <br />O <br />m <br />E <br />¢ <br />oLL <br />F r <br />K <br />w <br />x 3 <br />� <br />o <br />M <br />C <br /><Q <br />Ola <br />�o <br />a <br />OU <br />� <br />Np <br />J <br />> L6 <br />O <br />N <br />O) <br />m <br />m <br />0 <br />00 <br />co <br />0 <br />CD <br />07 <br />co <br />U) <br />L(') <br />0 <br />Co <br />O <br />-Q <br />o <br />L.Ci <br />T <br />Q <br />M N <br />r <br />T <br />cM M <br />o <br />M <br />00 <br />ri <br />Z <br />Z <br />E O <br />N <br />c <br />d <br />U _j <br />Q p <br />c <br />JOB <br />NO: <br />23-06102 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />