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__ - I _ i III I III II"I IIf'_11 <br />1' 1 1 I I i !- I_ ' 4'tN' 1 1 11 1! 11 111111117P 'I III if 'I I I I I -- I -- I— I_ L Ii OF !W' u <br />3 <br />v, <br />w <br />-r <br />n <br />N <br />m <br />7t <br />Cl <br />v <br />N <br />r- <br />N <br />ID <br />o <br />v+ <br />3 <br />C <br />Q <br />C) <br />0 <br />ip <br />G <br />E <br />co <br />0 <br />0 <br />S <br />pO7 <br />J <br />a� <br />tZ <br />o <br />U <br />v <br />c <br />U <br />N <br />'o <br />i <br />U <br />:a <br />li <br />z <br />I <br />Y <br />i <br />E <br />•U <br />J <br />t <br />C) <br />N <br />ai <br />0 <br />6 <br />a <br />fV <br />CV <br />0 <br />'m <br />-c <br />a� <br />v <br />SCALE: " = V-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 <br />OTHER TREADS <br />\0" <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <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 />2x12 TREAD <br />41 <br />GLUED AND <br />NAILED --\ i <br />DRAFT STff <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />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: i" = 1'-0" <br />VYFILL <br />SECTI <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />� <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 />SYP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP B <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP tAN <br />DE MOISTURE <br />CTION <br />ATTACTSYP BLOCKING OF STAX <br />AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER 2 J" TAPO.C. <br />(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS \ 1x4 <br />/ OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />/ 2 J" TAPCONS @ MAX. 32" O.C. / <br />f I EW "A" <br />SCALE: 1" = V-0" <br />10 <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />X__ ZX4 5YP 1:31LUCKINU <br />FOR STRAP <br />t PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ / <br />ON VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />z" PLYWOOD <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: J" = 1'-0" <br />- _ SCALE: 1" = V-0" <br />-3/4 PLYWOOC <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C — TI <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />G-1 SECTION VIEW "C" <br />\ SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />--2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />-- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />\ FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />-(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />OR 1"X16" LVL 2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION V <br />I EW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />L 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 />=LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />L:Ed.� <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />AWOMU N <br />CD i< <br />U_ 0- <br />CD <br />Z (a O M <br />L) 6 F1 <br />N '✓� <br />U ID <br />Z - <br />J <br />[''`. �^ - <br />"E_33 <br />/Im l i t l lei+sgle, <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 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 />F o ECo <br />o <br />- Q O 8 <br />O N J <br />N <br />N � (M� � LL <br />Q <br />2 ' <br />C' I� <br />W _ N O U- a - <br />Q <br />LL LL (L L <br />J O <br />o <br />Z <br />L f6 O O <br />o��� 00 noW U) °' <br />Z L0 N o J a 0 <br />N MZ d'SoO <br />LLW <br />W ❑�❑ <br />W <br />V M � <br />z N <br />0 <br />z� <br />d N <br />n <br />0 U' <br />L <br />f6 Cu <br />V <br />O w s <br />/ v1 <br />U <br />LU <br />� � <br />._ oco <br />a <br />�Q <br />c <br />¢N <br />I <br />m <br />M <br />o <br />z <br />z <br />i <br />E <br />�o <br />> <br />C6 0 <br />w <br />�® <br />cu <br />00 <br />z�o <br />O E <br />N <br />y <br />o <br />ao <br />¢a <br />az <br />� <br />4 L <br />¢w <br />rp <br />U)Cz <br />z <br />O=U <br />"m <br />o <br />FF <br />o <br />z <br />v <br />J <br />0m <br /><w <br />Em <br />rn <br />N <br />�� <br />°o� <br />z Z <br />g° <br />a <br />�W <br />W <br />U <br /><� <br />�o <br />z <br />O <br />O <br />J <br />a F <br />CIF <br />a o <br />R <br />ol¢ <br />d F <br />O� 3 <br />0 <br />c C: <br />>M <br />0 <br />ai <br />m <br />m <br />U <br />CV <br />.-. <br />:3 r <br />d- <br />Cr <br />T <br />^^ <br />I..L <br />cYi <br />V, 0 <br />f— <br />4 <br />C14 <br />M <br />N <br />N <br />Lo <br />Q r <br />7— <br />T <br />ai <br />04 <br />N <br />o <br />Z <br />Z <br />E N <br />M0 <br />Zc o <br />CD <br />JOB <br />NO: 22-02372 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />