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01 <br />-3m <br />7� <br />V) <br />Q <br />L0 <br />C14 <br />C14 <br />9 <br />C14 <br />c14 <br />r_r <br />0 <br />L0 <br />CD <br />C14 <br />C14 <br />9 <br />00 <br />C-4 <br />0 <br />E <br />E <br />co <br />LZ <br />E2 <br />0 <br />C-3 <br />2 <br />C I f) <br />0 <br />LZ <br />CD <br />C14 <br />in <br />0 <br />C14 <br />C'4 <br />C:) <br />C-4 <br />C%4 <br />fn <br />V) <br />M <br />SCALE: V-13" <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 />OTHERT <br />\ 0, <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 />2xl 2 TREAD <br />GLUEDAND <br />NAI LED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GL=� <br />STRINGER CONTACT <br />POINTS <br />E <br />z <br />�12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />-1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />_1k <br />SECTION VIEW, <br />SCALE: I' = i,-o,, <br />2 <br />J_A <br />1-1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />E3YP CUT TO FIT <br />8,RS IN WALL <br />—2xl 2 SYP <br />BEARS IN WALL B <br />-2x6 SYP <br />2A SYP RI OCKING <br />I <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS112 w/ <br />AND NAILED TO FLOOR WITH GLUE . . _ X <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAI LS) <br />I EW "All SECTION VIEW 111311 <br />SCALE: 1 V-0" SCALE: 1 V-10" <br />LIGN THIS STUD WITH FACE OF 2nd RISER <br />,3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND 1" GAP TOP AND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />-;7\ [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />-2x4 D AFT RISER AND TREAD <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS 77 <br />thk I H I <br />+-2x4 BLOCKING FOR 2xl 2 C'� <br />r-2x4 PT UNDER 2x12 j <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />�S PI W ", X <br />OF STAIR TO CONC. W/ " X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />I I <br />—ATTACH ALL COMPONENTS 1 x,4a G iL U E D�A N D <br />OF STAIR TO CONC. W/ .1" X NAILED TO STRINGER <br />4 <br />2 J" TAPCONS @ MAX. 32" O.C. <br />GJ'�� <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��S,STOP <br />2x8 SYP DRYWALL STOP <br />"_�_MUST NOT TOUCH <br />STRINGERS G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EAC�H <br />A Iz x I I , <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />SECTION VIEW 11D11 <br />SCALE: 1 V-0" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />x1 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 " = V-0" <br />SECTION D-D <br />SCALE: 1 " = V-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 -AT - <br />STRINGER CONTACT <br />POINTS <br />IV <br />Y-W SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L,x*/GLUED AND NAILED TO STRINGER <br />�KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Eff. <br />SCALE: 1 " = V-0" <br />SECTION VIEW <br />SCALE: V-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 />t-% <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />SECTION VIEW VICIIIIIII <br />SCALE: 1 " = V-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" EDGE GOLD <br />4 <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1 2"X16" LVL <br />NAILED TO SUPPORT 4 <br />)R ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW 11G <br />SCALE: 1 " = V-011 <br />SECTION VIEW <br />SCALE: J" = 1 '-0" <br />CONN. TO BOTT <br />OF NEWEL POS� <br />PER CONTRACT <br />F-1 <br />F_ <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 />: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 />FLOOR <br />TRUSSES <br />NEWELPOST <br />BLOCKING - <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1 " = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />'4TO RIM BAND, <br />ID NAILED TO <br />RALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2XSTRINAR <br />2X 1311OCKING <br />PSON MTS12 w/ <br />1 Od x 1 1/2" Al LS <br />2,ND OR <br />34D 2X 131_05�<I NG <br />RISN <br />VARIE&,,�. h5zi <br />ECTION VIEW "H11 <br />SCALE: 1 " = 1 *-0" <br />(1) -C �,d <br />> 4� <br />C%j <br />0 <br />CO) <br />0-,( -) <br />120 X <br />C*4 <br />e, <br />U_ 13- <br />V, <br />CD k- <br />0 Cc <br />70 <br />W <br />0- Z C <br />'An '-E < <br />0 <br />0 <br />;> <br />(D <br />> <br />0--a <br />Elf E c <br />M 0 0 <br />- <br />-0 <br />0 Uj <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />C, <br />W <br />r, <br />'�r E 00 <br />0 <br />8 '(0, <br />0 <br />.0 <br />r-- I'L - LU <br />CN C:) LL CL <br />& M <br />C13 LL LL CL <br />�2 <br />0 <br />0 <br />I - 0 <br />00� <br />:0, =0 0 L_Uj <br />W <br />W <br />z <br />IL <br />00 Z� d CL <br />z <br />LO co LO 0 <br />N 0 C.) < 5 0 <br />< L) _j (n <br />z <br />W <br />2, cl) <br />13 <br />U) <br />Q) <br />4-J <br />0 <br />LL, <br />C) <br />LL, <br />wig <br />. <br />0 <br />(1) 1 <br />< M - <br />0 <br />tffil <br />cli M <br />44 <br />co <br />z <br />0 <br />z <br />< <br />5h <br />-.911111111111 <br />__j <br />U_ <br />cu E <br />CL <br />E 8 <br />- § <br />Z <br />< <br />00 <br />'T <br />10 <br />z <br />CD E <br />ITT <br />'0 <br />an <br />CO <br />0 <br />0 <br />z <br />W <br />�z <br />19 <br />C/) <br />0< <br />z 2 <br /><0 <br />Au <br />z <br /><0 <br />0 <br />5 <br />'0 <br />x <br />C:) <br />E2 <br />4i <br />0 <br />C-� <br />M <br />CO <br />L0 <br />CN <br />60 <br />o <br />U) co <br />4-J <br />CNI <br />4-J <br />0 <br />N <br />LO <br />C) <br />c-6 <br />q <br />CIJ <br />Lo <br />E <br />CD <br />C%4 <br />0 <br />z <br />ca <br />z <br />:3 <br />ca <br />r_ <br />ca <br />E <br />0 <br />10 ca <br />< <br />0 <br />JOB <br />NO 21-01148-01143 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />_F -------- F__F__T­ __F ---- F___F_f -FF-FFTI, �: I <br />