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v+ <br />Ld <br />i <br />J <br />m <br />r <br />O <br />O <br />Q <br />0 <br />J <br />Q) <br />co <br />I <br />i <br />N <br />L0 <br />0 <br />Lci <br />i <br />L <br />7 <br />V) <br />i <br />3 <br />M <br />O <br />d <br />E <br />o <br />0 <br />J <br />i <br />a <br />0 <br />0 <br />0 <br />ti <br />to <br />N <br />O <br />LO <br />0 <br />0 <br />0 <br />a <br />N <br />O <br />u7 <br />LO <br />v <br />0 <br />0 <br />w <br />M <br />m <br />0 <br />N <br />SCALE: 7" = 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 GLU <br />NAILED MATCH NOE <br />OTHER l <br />\ 6', <br />/ <br />—A <br />ALIGN THIS STUD WITH <br />r FACE OF 2ND RISER <br />3YP CUT TO FIT I <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />—2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / <br />/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />/ \ NAILS) <br />fI 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 />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 4" <br />AND "' 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 />4- 2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 �f I <br />� , ROVIDSMOISTUR/E/ <br />' <br />\ PROTEC <br />LATTACH AlL COMPONENT / <br />STAIR TO CONC. W/4' X <br />TAPCONS @ MAX. 32" <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC, W/4" 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 ITN [ <br />2x8 SYP DRYWALL STOP l '� <br />MUST NOT TOUCH I STRINGERS G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLU NAILS) <br />STRINGER CONTACT POINTS \ <br />V VNLL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE. 1 = 1 -0 <br />3/4 PLYWOOD <br />— <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 />� / <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED—\ <br />' <br />2x� <br />' <br />I <br />DRAFT ST P <br />I <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />POINTS / \ <br />E—/ <br />_ _ 1x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2' = 1'-0" <br />W <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />/ <br />SECTION VIEW "E" <br />DRAFTS P <br />I I I 1W <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />\ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: "' = 1'-0" <br />SCALE: 1" = 1'-0" <br />ON DECK <br />AND NAILE] <br />FRAMING <br />—2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER I,t <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 BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ / PER CONTRACT <br />V <br />/ I <br />(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 OR <br />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" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2' = 1'-0" <br />BLOCKING <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 />NTO RIM BAND, <br />ID NAILED TO <br />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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BL/ 2X STRINAR <br />OCKING <br />PSON MTS J2 w/ ' <br />10d x 1 1/2"\NAILS <br />D OR 2X BLOCKING <br />RISL2_ / <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />c� <br />C" <br />® <br />d3 <br />CP <br />w' <br />a lO d SQ <br />Cl <br />U ce <br />N � <br />Q d N <br />w ®, <br />J <br />CZ <br />�$ <br />0- <br />CD <br />Ne�vy'������ <br />< +. <br />,Jre <br />®........ <br />m. <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 71h 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 />j <br />'^ <br />E <br />Q <br />r' <br />; <br />Uiy <br />8 <br />O N c� `p <br />N r <br />co 00 v� n <br />5. <br />to <br />yrf, ,x <br />U5 �- <br />M ik LL <br />y a <br />6 <br />U-ru- w <br />w o <br />uu <br />c � m <br />WIL <br />y' m O (0 n <br />W <br />og�m c <br />� m w <br />° Z <br />_ <br />o w <br />N Q <br />O U 04 U O <br />Z <br />ED ❑ <br />M c�- <br />�-= N M <br />00 <br />Q <br />0 o <br />LL <br />� <br />W = <br />U <br />O <br />N <br />o <br />c- <br />L,.,Ln <br />IM <br />L.LJ <br />ON <br />U o N <br />C <br />3' <br />m <br />o <br />w <br />M <br />Z <br />Z <br />Q <br />L L <br />E <br />ce0 <br />z <br />Z o <br /><� <br />ce <br />U <br />of <br />w <br />zp <br />o a <br />C' <br />I� (6 <br />�0 <br />UO <br />o E <br />°a <br />o. <br />°Z <br />a� <br />so <br />wg <br />�w <br />to `° <br />M <br />az <br />0a <br />o�z <br />°o <br />o� <br />m J <br />m <br />a <br />aw <br />a o <br />goZz <br />W <br />T <br />w LL <br />a <br />NW <br />F <br />J W <br />= H <br />v <br />oIti <br />aco <br />Q <br />o 3 <br />In <br />> Lo <br />J <br />0) <br />m <br />O <br />ca <br />Q <br />Y <br />M <br />00 <br />LO <br />O <br />CO <br />C0 <br />T CJ <br />LO <br />r <br />Q <br />LO <br />r <br />(D <br />m <br />M <br />o <br />z <br />(6 <br />7 <br />N LO <br />Z <br />E i <br />N <br />� <br />(6 <br />c <br />c <br />11 <br />U J <br />Q U <br />-J <br />JOB <br />NO : <br />23-06119 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />I I III ;f T IR I <br />