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SCALE. 2" = 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 <br />OTHER TREADS <br />0, <br />0 <br />3YP CUT TO FIT I <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) / <br />'IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D11 <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />v <br />x SYP CUT TO FIT <br />EARS IN WALL <br />x12 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 />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED-- i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />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: s = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -- <br />AT STRINGER CONTACT <br />POINTS <br />W7 <br />L 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYV <br />ON DECI <br />2x8 SY <br />AND N, <br />FRAMI I <br />2x4 DRAF <br />STOP <br />2X4 BLOC <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <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 4" <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 />—2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ -1" X <br />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 4" TAPCONS @ MAX, 32" O.G. <br />SECTION VIEW "C" <br />SCALE: 1" = T-0" <br />TOP OF <br />STRINGER <br />, 1x4 GLUED AND NAILED TO STRINGER <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />-2x4 DRAFT <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />PER CONTRACTOR <br />—2x8 SYP DRYWALL STOP <br />PROVIDE <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />F-1 <br />----2X8 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />FOR NEWELBLOCKING POST <br />/ <br />STRINGER <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />bE��FLOOR <br />BEVEL GLUED AND <br />OR 1 a"X16" LVL <br />FROM JOIST TO JOIST. USE <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />2 X 12 BLOCKS, GLUED AND <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />NAILED TO JOIST. <br />TRUSSES <br />AND VERT. <br />SECTION VIEW "GI` <br />SCALE: 1" =1'-0" <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-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 />ZX STRII <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR���t <br />3 <br />ti( BLOC <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />e2 <br />e* <br />C" <br />G <br />j W <br />CD <br />U. <br />°m <br />U. <br />A A <br />Q- <br />� � T <br />C <br />0 <br />�§0`\\\\1111111illftf�j <br />N <br />O ' <br />C) � <br />FLC) 4t, <br />A�OfiJ: <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 <br />signature and seal. <br />UN <br />W <br />0 <br />g co 0, <br />0 <br />go, N <br />0 qj r— <br />U) <br />to co Nv 2 'a <br />N c� J <br />Q W <br />S2 <br />o <br />JLLLLLu <br />Z_ q <br />O N (O q <br />W <br />IL & Z ,°n° M Z d J <br />z a O U <br />v <br />W r-1 ED <br />Z N (h <br />o� <br />z � <br />¢CC) <br />z o <br />n- v, <br />N <br />M <br />V) <br />(� CD 0 <br />(� w c <br />� m <br />— g <br />QV <br />w o <br />-� <br />U <br />,I.... <br />w <br />E <br />win <br />¢ <br />a <br />w 4 <br />�m <br />r` <br />o <br />M <br />M <br />za <br />m <br />z <br />J <br />LL <br />QE <br />O <br />E <br />o <br />Zo <br />QU <br /><6 <br />2 <br />ZQN <br />Z® <br />U <br />< 6 <br />wa <br />UO <br />l— <br />Xv <br />aZ <br />nU <br />oQ <br />dz <br />p <br />z <br />0 <br />L <br />�. ro <br />¢ o <br />� <br />Y <br />U <br />m 0 <br />o <br />Z <br />Oz <br />z <br />J <br />¢" <br />2 <br />z <br />u� <br />r� <br />o� <br />O <br />N <br />V <br />=O K <br />U <br />F- <br />U <br />J <br />C:)w` <br />>O <br />a <br />v <br />=a <br />°3 <br />,o Q <br />M <br />J <br />Crn <br />m <br />n3 <br />c� <br />co <br />O <br />(n m � <br />C <br />CLND <br />.� CV <br />0 <br />C) <br />L O <br />N <br />Q � <br />T— <br />m <br />w M N <br />.E <br />o <br />Z <br />Z <br />N r <br />E Q � <br />= <br />a <br />E a m <br />ci ¢ o <br />JOB <br />NO: 22-12356 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />