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'I I '191IP A�' �•' A4 I <br />rn <br />w <br />E <br />0 <br />v <br />c <br />0 <br />0 <br />v <br />J <br />T7 <br />N <br />N <br />N <br />v <br />0 <br />6 <br />0- <br />N <br />LO <br />L <br />0 <br />0 <br />d <br />c� <br />z <br />0 <br />0 <br />z <br />m <br />0 <br />N <br />SCALE: 2' = 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 />0* <br />/ <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND �1/2 NAILS) / <br />NAILED TO STRINGER \ / <br />2x12 TREAD -- <br />GLUED AND <br />NAILED <br />I <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />E <br />1`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1_// 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2' = 1'-0" <br />V VP1LL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP -~' <br />BEARS IN WALL I <br />2x6 SYP / 1 <br />21 4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (14) 1Od x 1 1/2" <br />N MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ NAILS) / <br />(IEW "A„ <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 0,, <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-!' j <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 I <br />--2x4 BLOCKING FOR 2x12 I <br />—2x4 PT UNDER 2x12 C I <br />ROVIDE MOISTURE ' <br />\ PROTECTION <br />LZAATTAACHw 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 TAPCONS @ MAX. 32" O.C. \ i <br />G.1 <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 G ' <br />'STRINGERS <br />EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU NAILS)x 1 1/2" <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: <br />-3/4 PLYWOOD <br />ON DECK <br />`2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE----`� <br />AT STRINGER CONTACT <br />POINTS <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Llx4/GLUED AND NAILED TO STRINGER <br />,KOR DRYWALL SPACING <br />H <br />SECTION VIEW"E" <br />E SECTION VIEW <br />SCALE: U = 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 BLOCK[ <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 />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ / V <br />I <br />1 <br />(2) LAYER 2' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"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: 2' = 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 P <br />OST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />IL 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 STRINGER <br />OCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2" AILS <br />1�D OR <br />3 D / 2X BLOCKING <br />RIStT / <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />P , <br />> <br />�a v cry <br />.® CO <br />LL <br />h CL <br />•— a <br />3 a! x <br />PW u <br />M <br />w <br />� <br />a <br />cm <br />N <br />0 <br />N <br />N <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the st uctural plans and spec fications 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 />N <br />W <br />FAQ <br />d E <br />U <br />N o o o <br />0 <br />N <br />V�r!! <br />\R <br />(S <br />6 M 'T 2S LL <br />C _I Z uL <br />u- w si$ a <br />w <br />Z <br />LM, o <br />Z <br />LLW <br />t <br />Y o <br />- <br />m w <br />J <br />Ln ¢ <br />Zo <br />M <br />° Z <br />N O U 0 <br />W <br />❑❑ <br />U <br />z N M <br />00 <br />W QNN <br />O Q <br />J <br />a- <br />U) <br />N <br />N <br />M <br />z <br />� o <br />LL <br />T��1���dru <br />Cn <br />W � <br />a <br />U <br />0 <br />Ln <br />LU o <br />w <br />in <br />ru <br />Vito <br />U <br />W J <br />r— — E <br />— � <br />�Ih ,. <br />z <br />U <br />co d <br />¢ N OJ <br />o <br />M <br />W <br />L1 <br />E E <br />o <br />2 a <br />wz <br />N <br />¢o <br />od <br />z <br />r— ro <br />o E <br />co <br />a8 o <br />� <br />0o <br />¢ <br />WZ <br />W <br />w <br />W <br />J <br />Z¢ <br />ci <br />c <br />m J <br />` z <br />or <br />wm <br />° 0 <br />8z <br />z <br />aZ <br />1z <br />cn 3 <br />�< <br />no <br />A W <br />- Z <br />njo <br />M <br />wF <br />�O <br />a � <br />0 <br />0US <br />�C) <br />> L <br />J <br />ui <br />rn <br />(a <br />m <br />c� <br />O <br />co Lo <br />^ <br />N <br />o <br />L0 <br />N <br />Q <br />� <br />o <br />i- <br />m <br />�. <br />�--+ <br />O <br />O <br />Y <br />I� <br />N <br />O <br />-� <br />00 o <br />Ln <br />T <br />Q <br />00 N <br />r <br />.. <br />0E Z <br />z <br />E <br />= N <br />N <br />cn <br />E 6 <br />U _j <br />0n <br />Q 0 <br />a) <br />JOB <br />NO: <br />23-04907 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />