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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />13/4 x 11 <br />JVL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH­-� <br />INTOSTRINGER <br />D <br />--,-2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN V1 EW <br />SCALE.T- = 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 />CnD DICC AKIM DI IKI 1KICnDRAATInKI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />FLOOR <br />JOIST <br />Imiliniub <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING 7 <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br /><i_ ) 2x8 SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />B <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x1 2 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />'R MAINTAIN BETWEEN J" 77/ <br />ANDJ"GAPTOPAND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER 2x4 BEHIND RISER <br />BLOCKING FOR <br />IX <br />1 x4 GLUED AND NAI LED TO STRI NGE R STRAP GLUED TO <br />-N_,,.-2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST I /L ILL <br />NOT TOUCH STRINGERS <br />[loll 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) 1 Od x 1 1/2" NAILS) <br />CTION VIEW "A". <br />SECTION VIEW "Bit <br />SCALE: 1 V-0" SCALE: 1 V-0" <br />LIGN THIS STUD WITH FACE OF 2nd RISER <br />D z"', <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />R D STURE <br />OVI CIE <br />MCI <br />P OTE TION <br />LATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W1 J" X <br />2 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 J" TAPCONS @ MAX. 32- O.C. <br />1X4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />2x SYP CUT TO FIT <br />MUSTNOTTOUCH <br />STRINGERS <br />G <br />BEARS IN WALL <br />2x12 SYP BEARS <br />E <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />A <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />9-4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 1 Od x 1 1/2" NAI LS) <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL_­:�'nz. Alz.31RINGERCONIACTPOINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "Div. SECTION VIEW "Ell. <br />SCALE: 1"= V-0" SCALE: 1 V-0" <br />FILLER STRIPS ADDED z--j" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING lak A I <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 " = V-0'; <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1 " = V-0" <br />c <br />—3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />lo <br />"I-2x8 <br />AND 1/2" GAP TOP AND <br />MTS1 2 wif (14) 1 Od x 1 <br />oo <br />SYP GLUED <br />BOTTOM, GLUED AND <br />112" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2X4 DRAFT 2x12 <br />STOP TREAD <br />2x1 2 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />E--- <br />I 'lf2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: il = 1 1-0. <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE­A:F <br />STRINGER CONTACT <br />POINTS <br />�Vl <br />'t2x8 SYP DRYWALL STOP MUST <br />TOUCH STRINGERS <br />x/NOT <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />,( �E SECTION <br />VIEW <br />SCALE: � = 1 --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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW licit <br />SCALE: 1"= V-0" <br />TOP OF <br />TRINGER <br />CONN. TO BOTTOM NEWEL POST LET INTO <br />OF NEWEL POST THE BLOCK <br />% PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />% <br />----2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />XFLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />0 BELOW ALL NEWEL POST <br />2X4 CUT ON OR 11 x 16" VL <br />BEVEL GLUED FROM JOIST TO JOIST, USE bE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR <br />LVL NAILED TO JOIST. TRUSSES <br />NEWEL POST, <br />SECTION VIEW "Gil BLOCKING. <br />SCALE: V= V-0" SCALE: 1 " = V-0" <br />SECTION VIEW <br />SCALE: 4., = 1 .-0-1 <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />VVALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X STRING�R <br />2X B OCKING <br />PSON MTS 2 wif <br />1 Od x 1 1/2" NAILS <br />' D O7R�'� <br />3� <br />2X BLOC NG <br />R R <br />IS <br />.SLVARIES <br />ECTION VIEW "Hit <br />SCALE: 1 " = V-0" <br />0 <br />0!�2 <br />C Z; <br />U) <br />LU <br />C) <br />U <br />0 LU <br />V) <br />E <br />LU <br />Cj <br />— , <br />to <br />go 7E c-, <br />0 0 C:) <br />C) <br />U. 00 <br />§ 00 <br />LO <br />A1 <br />R <br />D. <br />11 C*11,D,C <br />"s <br />- PH- I C', <br />Cal <br />L 0 <br />S.. <br />LL lu <br />E �4 <br />1411111 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />I <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />C) <br />z <br />0 <br />0-4 <br />4-J C) <br />Ul) — %0 <br />C) <br />4-J N <br />Ln M Ln <br />C<L tn:2 <br />w Lx <br />W <br />< U_ <br />z <br />cal u 00 <br />z E,­ <br />z <br />LU <br />W <br />_j C) <br />Z., <br />--0 <br />0 <br />�z <br />16 <br />00 <br />00 <br />i.-ul <br />> <br />U) <br />_j <br />z <br />2: <br />2: <br />Lr) <br />LU <br />0 <br />8 <br />< <br />r <br />ffi <br />047 <br />Cr <br />ggi <br />r-4 <br />LL_ <br />d � 811 <br />g a uj W <br />LL <br />Z <br />LU <br />In <br />Q <br />Hh <br />I Lli <br />< <br />< <br />z <br />F- <br />� 1 � <br />ro <br />C) <br />r4 <br />z <br />Z <br />tu <br />z <br />ca <br />0 <br />06 <br />Uj <br />a <br />z <br />Lu <br />rn <br />1 <br />0- <br />Ul) <br />§ <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION NO 10 <br />SHEET NO. <br />ST <br />