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I — I- I - I -I I 'I I I I I I I I I 'I'll <br />SCALE: " = 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 y <br />OTHER TREADS / <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />--� <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 />NAILED TO STRINGER <br />\ <br />/ <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />' <br />2xi <br />I <br />DRAFTS <br />P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />/ <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />/ <br />POINTS / \ <br />1x4 GLUED AND NAILED TO STRINGER <br />_ <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />V V/1LL <br />SECTIO <br />ALIGN THIS STUD WITH <br />FACE OF 2N\ D RISER <br />11_� / <br />'_TT I `\ <br />ZZSYP CUT TO FIT <br />%RS IN WALL zA <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 />—3/4" RISER CUT TO FIT <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 />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <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 />2x4 PT UNDER 2x12 C I <br />tCOMPONENTS <br />DE MOISTURE ' <br />\ CTION <br />LZATrACH / <br />X <br />O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER <br />2 J" 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 />STRINGERS G <br />E2x4 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 (SIMPSON)1OldxMTS12 w! <br />D NAILED TO FLOOR WITH GLU ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />/ <br />N VIEW "D" SECTION VIEW "E" <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 />INGER <br />GLUED <br />) NAILED <br />SECTION D—D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />s] <br />SCALE: 1" = 1'-0" <br />W <br />/ <br />FTAI <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />WME, <br />DRAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L x*`GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />SCALE: 2" " = 1'-0 <br />f <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER IC <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 BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />\ / PROVIDE <br />\ / I BLOCKING <br />El <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />—' (2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 R PL16" 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 />F SECTION VIEW <br />SCALE: i" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />L TO <br />)ISTS) <br />H <br />2X BLOCKING <br />2X STRING�R <br />PSON MTS12 w/ <br />' <br />10d x 1 1/2" AILS; <br />2 OR 3 <br />f�D <br />2X BLOCKING <br />RISte <br />/ <br />VARI E <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N ` <br />N <br />G <br />d� <br />W <br />N ti O <br />L— <br />N <br />o� <br />•y <br />oc " m <br />L <br />_ m u <br />co <br />� E <br />o <br />•� <br />.E' <br />r <br />'. `fa'r. <br />•ilyY <br />•,`,i. <br />„ <br />, .`tom <br />i.Y <br />r, <br />N <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />Q <br />(� <br />C <br />y � c co r <br />N <br />N N <br />Q <br />co V LL <br />m � J <br />J LL lL w <br />Z <br />rl <br />fan <br />L <br />— M v 5 <br />Z5 <br />w 0 <br />32 Nc_O 3 <br />W(n <br />cj (or w <br />IL Z <br />C M Z <br />;^ <br />N J <br />o3 8 <br />z <br />W <br />❑ ❑ <br />C <br />Z N m <br />0 <br />zoo <br />Q <br />a <br />N <br />N <br />- <br />M <br />Z � <br />X� <br />_ M. <br />U <br />w M. <br />,N,^ <br />�M <br />Ly N <br />w <br />Cn <br />t <br />v d <br />w� <br />F- J E <br />= y <br />0CJD <br />m <br />o <br />w <br />Cl) <br />M <br />n <br />zga <br />z <br />z <br />U_ce E <br />E V <br />�o <br />sLL <br />wz <br />> <br />Q� <br />=® <br />❑a <br />f— <br />x0 <br />o< <br />�0 <br />oz <br />z <br />o (d <br /><� <br />wz <br />N <br />.�-. i <br />< z <br />m p <br />� c <br />- Cc: <br />09ox <br />>Z <br />U) <br />a <br />z <br />g< <br />�o <br />CL <br />azu <br />W <br />U <br />o� <br />_ <br />00 <br />J w <br />0I� <br />a_ <br />�O <br />1 W <br />CU <br />CV <br />0 <br />Cfl <br />o <br />M <br />CO M <br />N <br />r- <br />N <br />60 <br />U) m <br />N <br />i— <br />O <br />Lo <br />+= <br />N <br />In <br />I� <br />c6 <br />O <br />N <br />N <br />U-) <br />.- <br />E <br />Cfl <br />° <br />Z <br />`0 <br />Z <br />E r <br />S <br />M <br />a <br />U _j <br />¢ p <br />JOB <br />NO: 22-06559-06554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />