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Lo <br />m <br />LO <br />CID <br />C> <br />I <br />c'! <br />U') <br />C� <br />LO <br />CT <br />Q <br />E <br />E <br />0 <br />CL <br />E <br />0 <br />Lo <br />-i <br />z <br />uj <br />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 />E: <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />FLOOR <br />J ST SIMPSON A35 OR <br />"I LSC EACH <br />STRINGER <br />1 3/4 x 11 <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />2x8 <br />F <br />2x8 <br />SYP <br />ALIGN THIS STUD WITH <br />OF 2ND RISER <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />L <br />BEARS IN WALL' B <br />—2x6 SYP <br />L2x4 SYP R1 OrKING\ <br />2x4 PT NOTCHED INTO STRINGER\jp FOR STRAP <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND J" 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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER,7\---� STRINGER <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />OT TOUCH STRINGERS <br />1__� <br />.-----Hx4 BLOCKING FOR 2x12 <br />-2x4 PT UNDER 2x12 <br />!!15 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONIC. W/ J" X <br />2 t'TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />\—ATTACH ALL COMPONENTS <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ J" X <br />2 TAPCONS @ MAX. 32" O.C. <br />IDE MOISTURE/ <br />2A Ar-14 At I MhA OV ECTION <br />OT <br />L/A )NEN <br />TT <br />0 W/i. X <br />2 X. 32.,0. C. <br />SECTION VIEW "All SECTION VIEW 111311 <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LAN DING <br />I --i T-rl <br />71, �11 �11 rAl r1l <br />:*III V 1 z Lej:l;ttj ItiI 9,7_1 g I <br />loll <br />1=0riA00i <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 10d NAILS SIMPSON A35 OR <br />Y ^E "%, <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD STRINGER <br />2X4 CUT ON BEVEL - <br />PLAN VIEW DOES NOT BEAR IN <br />SCALE: 1,-0;, WALL <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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12TREAD <br />GLUED AND <br />NAILED <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS`- <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />14 9::� <br />2:x <br />DRAFT S P <br />2X4 PT NOTCHED INTO <br />\-L2x8 YP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />L/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH Gl_r� <br />AT STRINGER CONTAUC T 2X4 BLOCK IN KNEEWALL FOR 2X12 NAILING <br />POINTS Jx4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1 1_01� <br />SCALE: V= V-0" SCALE: 1 l'-O" <br />LIGN 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 />___� <br />G-1 <br />TOP OF <br />STRINGER-N-11 <br />STRINGERS <br />2x SYP CUT TO FIT <br />BEARS IN WALL G <br />IN WALL SIMPSON A35 <br />2x12 SYP BEAR __4-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP ::7 <br />\_ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2x4 PT NOTCHED INTO STRINGER\ <br />�z <br />(14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D11 <br />SCALE: 1 T-O" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO Z-1 <br />PLYWOOD DECKING <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: V= V-10" <br />2X4 GLUED <br />AND NAILED <br />-D <br />SECTION D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2X4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 T-10" <br />L12x8 SYP DRYWALL STOP MUST <br />X/ NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />,�OR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: 1 V-10" <br />Y ^E " ,SECTION VIEW <br />SCALE: J., = 1 '-O'� <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 />C <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW 11CIIII <br />SCALE: V= V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND <br />:) T OR 1 tX16" LVL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: 1 V-10" <br />Y^F SECTION VIEW <br />SCALE: J, = v-0` <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 />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />NEWELPOST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1" 1'4' <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />TO <br />)ISTS) <br />H-\ <br />2X STRINGIIR <br />2X BLOCKING <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAILS <br />DOR (2X BLO`ANG <br />k %, <br />RIS* <br />VARIES 6;d <br />ECTION VIEW "H11 <br />SCALE: 1 1'-0" <br />C%j <br />%a <br />C" <br />C= <br />�j 7, <br />=11 eo� <br />s:r-- Cn <br />CC U* C-4 <br />z! <br />CC W <br />�z I <br />�As <br />1. LO <br />Z <br />L <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings complywith 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 />W <br />CW0 <br />0 -N- - <br />� <br />to, " <br />C14 0 <br />s ! <br />to u- u- oul <br />T <br />z <br />0 <br />C� 0 <br />CC P <br />W 0, <br />W m <br />Z C'4 Z < <br />IL <br />a 04 < 0 <br />z <br />W 0 E3 <br />< <br />.2 <br />U_ <br />Ora <br />Cz <br />7S <br />0- <br />0 Lij <br />CD <br />U <br />L_U <br />8 <br />as I <br />1 <br />0 <br />rn I <br />< 0 <br />41 <br />M <br />z <br />C"> <br />0 <br />< <br />_j <br />U_ <br />ce E <br />Z. <br />i 10 <br />CL 0 <br />E <br />0� <br />E <br />00 <br />z <br />I <br />0 <br />�z <br />W <br />0 <br />Z <br />z <br />i5 <br />no <br />0 <br />z zz <br />W <br />?k <br />.2 C) <br />C:) <br />0 <br />T <br />m <br />(0 <br />LID <br />LO <br />CC <br />a. <br />U) <br />LID <br />0 <br />C) <br />LID <br />m <br />0) <br />04 <br />Lf) <br />L0 <br />LO 0 <br />,1* 04 <br />(0 LID <br />E <br />m <br />ce) r- <br />8 <br />0 U5 <br />0 <br />z <br />E <br />E <br />0 0 <br />0 <br />JOB <br />NO: 23-06105 <br />SCALE: AS NOTED <br />SHEE7 NO. <br />ST <br />