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I 11 It I 1-- - --- III_ _1 ._ 11 I I I A <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 GLUI <br />NAILED MATCH NOS <br />OTHER l <br />\ 619 <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 />2xi <br />I DRAFT ST C P <br />2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST <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: J" = 1'-0" <br />VV/iLL <br />J_A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT 1 I <br />M.RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />-2x6 SYP / 1 <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) 1Od x 1 1/2" / <br />(IEW "A" <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 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 <br />I I / <br />--2x4 BLOCKING FOR 2x12 / I <br />2x4 PT UNDER 2x12 C I <br />ROVIDE MOISTURE I <br />\ PROTECTION <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. <br />GA'�� <br />/ TOP OF \ <br />STRINGER I <br />� TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r <br />MUST NOT TOUCH <br />1 STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />fl--I 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 S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <br />2x4 GLUED <br />AND 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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE---'� <br />AT STRINGER CONTACT <br />POINTS <br />'-7 <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />`f12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />\ .KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE:' = 1'-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 />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER x <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 <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />` PER CONTRACTOR <br />V <br />/ I <br />1 <br />- �-(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SE <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE: 4" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <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 />JD NAILED TO <br />WALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <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 Bd/ 2X STRINAR <br />OCKING <br />PSON MTS12 w/ I <br />10d x 1 1/2"AILS <br />R <br />3 D D O:E2X BLOCKING <br />RISN3 <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />i <br />� <br />a <br />� <br />o <br />>G <br />cz- <br />V <br />N R C7 a <br />'in T7 N <br />CD <br />a' o m <br />NN Y <br />d <br />E .J c <br />d u Q <br />c E <br />L, <br />C11> <br />CV <br />0 <br />N <br />N <br />CV <br />1 <br />O <br />1 <br />1, <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engmeenng portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />Q <br />v EEp S N <br />o N <br />O rN04 <br />0 <br />N LL <br />LL <br />Z <br />LL <br />J 55 SL7 $ <br />rn <br />_2 a ° <br />W <br />caN�a�a <br />oW <br />O <br />N Cl)Z U N <br />Z <br />F <br />O U ❑❑❑ <br />Z <br />W <br />co <br />co t(ppQ�� <br />4 <br />< <br />U <br />U <br />Q) <br />�N <br />v <br />O <br />u <br />ro <br />O <br />o <br />N <br />LL <br />J <br />u <br />0 <br />r ao � <br />M <br />tJ j <br />Z <br />tt7 C I <br />OU <br />co <br />= T <br />w <br />2 N <br />n� <br />r— ro <br />7 <br />0 <br />? <br />cfl 0D <br />a� <br />n <br />rcIi <br />co _ <br />� Y <br />oL <br />m � � <br />ih ro <br />2 <br />e <br />z <br />0 <br />li <br />a.. <br />p <br />mo <br />S <br />�w <br />e <br />w <br />?t <br />0- <br />o r <br />rn <br />C.D <br />T— <br />L 00 <br />co <br />O <br />CCn <br />r <br />00 <br />LC) <br />Cr <br />� <br />�1 <br />'^ U <br />60 <br />VJ o <br />0 <br />= <br />0 <br />CN <br />F— <br />ce) <br />N <br />L0 <br />-0 <br />L0 <br />Q <br />N <br />Ln <br />N <br />T— <br />(D <br />r <br />d <br />m <br />0 <br />z <br />z <br />E <br />Eo <br />c <br />a <br />16 <br />U _j <br />v M <br />Q 0 <br />JOB <br />NO: 23-12150-12153 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />