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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 GLUT <br />NAILED MATCH NOS <br />OTHER 1 <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS / \ <br />DRAFT STIOP <br />`f2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />I-,2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: Z <br />" = 1'-0" <br />V WALL <br />SECTI <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT , I <br />4RS IN WALL <br />2x12 SYP ZA <br />BEARS IN WALL I I <br />—2x6 SYP I <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 />VIEW "A" 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 a' <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [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=I- Y 11 1 <br />4--2x4 BLOCKING FOR 2x12 / I <br />'-2x4 PT UNDER 2x12 C I <br />, tAN <br />DE MOISTURE ' <br />\ CTION <br />LZAATS / <br />' X" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />GA <br />TOP OF I \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP [ <br />2x8 SYP DRYWALL STOP T ' <br />MUST NOT TOUCH <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 />4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS J\\ <br />NAILS) <br />ON VIEW "ID" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />12x 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 />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />` <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />\ IOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />--2x8 SYP GL <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C NOTE: 2x8 J <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 />\ / PER CONT <br />\ / V <br />— L (2) LAYER 2" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"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:' = 1'-0" <br />LJ I <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 POST <br />POST LET INTO <br />_OCK <br />DE <br />"ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <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 />JOINT <br />-TO <br />)ISTS) <br />1� <br />2X STRINAR <br />2X BLOCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2" AIL <br />\D OR 2X BLOCKING <br />3 FAD <br />RISL2 / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />e� <br />cw <br />N C <br />. <br />-c <br />W <br />J a e� o <br />c cc c� N <br />�. <br />H cc ® i <br />N ® y <br />.g CV � <br />Etj s <br />3 <br />f° <br />Lp w <br />o v a� <br />N Q_� <br />C E <br />Cc <br />o <br />0 <br />>, , FF <br />.m CV <br />FLO <br />�ZSySlgI <br />"kill <br />;iBGPYf1��Auig"', <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 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 />/ d N <br />O O UUU N �O LO <br />CN ��'� <br />/0 <br />M Cl) p r o M W w <br />Q U_ a c7 <br />Z O <br />rn o <br />Z t�v_ o o <br />ti 'N CV O m Q <br />W o rn ¢ m <br />W C <br />w <br />� o m o <br />Z N M Z U H <br />Q <br />W <br />N M <br />O g <br />J <br />CL � <br />M <br />Vi 'p�'^� v <br />O <br />V <br />L <br />IIIIIIIIIIIIIIIIF <br />4-1 �n <br />U <br />0 ,_„ g <br />c w <br />c� o <br />wrs <br />C.) <br />LU <br />_ law <br />= y <br />U =O y <br />c U' a� <br />O <br />N � <br />~ <br />o <br />i <br />w <br />co <br />m <br />o3 <br />z <br />z <br />LL <br />�E <br />o <br />C, u <br />z <br />Wz�� <br />> m <br />Z® <br />o <br />0o <br />o <br />oE <br />�= <br />ao <br />o< <br />�z <br />w � <br />wo <br />o <br />ww <br />CO ra <br />ra <br />6 ❑ <br />z <br />W <br />®o <br />0� <br />U <br />�g <br />z F <br />z0< <br />COJ <br />F <br />aw <br />Z <br />�j <br />> <br />T ;t <br />> <br />gg <br />D Q� <br />LL <br />zz <br />a <br />Q U <br />a <br />D w <br />W <br />m <br />Q O <br />O ii <br />r <br />F 3 <br />I <br />o <br />w <br />w <br />�o <br />M <br />O _ <br />0 3 <br />c O <br />,O <br />N <br />>� <br />CD <br />T. U <br />M <br />MIT— <br />ci <br />rn <br />m <br />co <br />N <br />CD <br />t0 <br />F- <br />L <br />r <br />M <br />co r ILL. <br />.— <br />N CL <br />T_ <br />T <br />Cr <br />00 <br />co <br />VJ o U <br />O <br />r <br />m <br />00 <br />CN <br />F— <br />O � <br />Lr) <br />M M <br />LI") <br />,Q <br />N <br />O O <br />O <br />(V <br />L.f) <br />CO <br />T M �— <br />r <br />a� <br />m <br />co <br />r1__ <br />LO <br />o <br />Z <br />Z <br />� <br />O 2 <br />cc <br />n <br />a w <br />E 15 <br />U _j Q p <br />c <br />3 <br />JOB <br />NO : 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />