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SCALE: " = 1'-0" <br />E: <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 />V Y/1L L <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />� -A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT 1 I <br />4RS 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) 10d x 1 1/2" <br />NAILS) <br />i 11 <br />fI EW "A" <br />SECTION VIEW "Bit <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 Tit <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 <br />STRAP GLUED TO <br />-2x4 DRAFT <br />RISER AND TREAD <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ��� SIDE) TO BOTTOM EDGE OF 2x12 <br />FSTRINGER <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 � I <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION <br />LATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ Tit X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />GA'�� <br />TOP OF-\ <br />STRINGER \ ' <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER �� <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />I ` STRINGERS G <br />\ <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 />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 />IN, / <br />1 ` — f i <br />.11 <br />N VIEW "D" SECTION VIEW "Eli <br />SCALE: 1" = 1'-0" <br />PLYWOOD <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 />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER \ / FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED— i 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 />7Y_l;a>b�l �L'ri <br />�`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -- <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = T-0" <br />`742x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix4/GLUED AND NAILED TO STRINGER <br />\ KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />-2x8 SYP GLi <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER \f <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW licit <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 />a2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER tit EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"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 />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE: i" = 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 />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) H <br />2X STRINAR <br />2X BIOCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2" AILS <br />\AD OR AD2X BLOCKING <br />/ <br />RISLN;2- / <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />en <br />0 <br />CD <br />�O <br />I.iJ <br />W . <br />1, e7 V N <br />o- <br />N <br />y y o A <br />'4 y N 3C <br />d <br />m o ^ cx <br />y C <br />G G <br />�v o <br />a u <br />41`t�t\t11�1iliiiifJJ/J�� <br />O I10vN `' <br />•,.� <br />:�. <br />cap` .�',, <br /><Aly <br />�Jiirlt►111tX0 <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 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 />Engineers signature and seal. <br />W E S <br />o 8 <br />N <br />Y J <br />W LL LL <br />7 <br />NcN'4v� rL LU <br />tl) d a <br />J d Y (j <br />ly <br />U. U. <br />o <br />Z t� <br />�.-�Ntp m J 6 <br />W ��q'°' J Z <br />W <br />Z N M Z N <br />Co IL <br />F= <br />ICJ ❑❑❑ <br />t <br />W <br />z <br />z� <br />Z � <br />d <br />N <br />^' z -9 <br />0 <br />—J <br />w g <br />U <br />J <br />_W <br />U 0 H <br />Q 2 0 <br />_ • <br />m <br />c <br />w <br />aZ <br />o <br />Z <br />QE <br />O <br />E V <br />tf° ro <br />"�1 <br />Ij <br />iq <br />❑a <br />0 <br />P <br />qw <br />o <br />a <br />Z <br />A <br />C% C <br />c <br />az <br />� Y <br />ro`o <br />Z� <br />3 <br />$ <br />� <br />03 <br />z <br />Nw <br />W <br />Jr <br />J <br />a <br />zl� <br />c O <br />.Q <br />a) <br />>00 <br />_ <br />C9 <br />ry <br />L � <br />OHO <br />N <br />M <br />Co T U- <br />T <br />N E <br />cj) <br />co <br />U <br />U)to <br />,— <br />.— <br />m <br />N <br />(V <br />O W <br />LO <br />.� ch co <br />Lo <br />N N <br />OO M O <br />O <br />M <br />C6 <br />N <br />r M .�- <br />Lin <br />M <br />M LO <br />o <br />? <br />Z <br />M <br />E I— <br />E v N <br />c <br />c <br />a <br />L) ¢ o <br />JOB <br />NO: 23-05741-05746 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />