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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 />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />FLOOR / <br />JOIST SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />1 D WALL GLUED TO <br />I} F 2x8 <br />J_A <br />11�1 <br />TALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />�l� T �\\/ <br />2x SYP CUT TO FIT ' I <br />BEARS IN WALL I <br />—2xl2 SYP <br />BEARS IN WALL <br />'---2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (14) PSd x MTS12 <br />NAILS <br />/ AT STRINGER CONTACT POINTS <br />�'-J SECTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />/ \ <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" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND 7 i ; <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR � <br />-lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ <br />-2x4 DRAFT RISER AND TREAD <br />STOP / j <br />/Zzz <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4--2x4 BLOCKING FOR 2x12 , <br />2x4 PT UNDER 2x12 C� I <br />1 tCONC. <br />E MOISTURE <br />\ TION <br />LZATTACHS XO.C.—ATTACH ALL COMPONENTS 1x4 G <br />OF STAIR TOCONC. W/ J" X NAILED TO STRINGER <br />2 �' TAPCONS @ MAX. 32" O.C. \ <br />GJ"'11�_-_ <br />TOP OF ' \ <br />STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />2x4 UNDER STRINGER GLUED AND7 STOP kN <br />NAILED TO LANDING BLOCKING x8 SYP <br />D 2x8 SYP DRYWALL STOP <br />2x4 PT NOTC / MUST NOT TOUCH <br />INTO STRINGER ' 2x SYP CUT TO FIT I I STRINGERS G <br />H D BEARS IN WALL <br />2x8 BLOCKING FOR STRAP 2x8 SYP 2x12 SYP BEAR I I \ <br />IN WALL I OR L <br />2x4 BLOCKING FOR 2x12 SON A35� <br />x 441, 24 PT UNDER 2x12 OR LSC EACH <br />LAx4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: , = 1'-0" <br />E: <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 />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 />2x12 TREAD --- <br />GLUED AND <br />NAILED <br />2xi <br />DR FT S P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / 1x4 GLUED AND NAILED TO STRINGER <br />E—/ ` J FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) <br />/ AND NAILED TO FLOOR WITH GLUE <br />/ AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-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 2xl2 <br />STOP TREAD <br />GLUED <br />AND <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />ra� <br />SCALE: 1" = V-0" <br />`t?x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />AeOR DRYWALL SPACING <br />H <br />1-1 '' -_ - - f- /, <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />3/4 PLYWOOL <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C --� NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POSE <br />\ PER CONTRACT <br />\ / V <br />STRINGER — <br />OPTION: 2X4 CUT ON (2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />OR 1 <br />NAILED TO SUPPORT <br />W! SIMPSON H3 ATTACCHEDHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1 " = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'4" <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 <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X BLOCKING <br />PSON MTS{2 w/ ' <br />10d x 1 1/2" AILS <br />\AD OR AD 2X BLOCKING <br />RISLxe / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />4 <br />ca <br />Q <br />a w <br />".� <br />oLo <br />a� o <br />ci a e� <br />at !O Cj C'4 <br />N (O © �. <br />y <br />O e0 <br />N X <br />d E s <br />d o ,r a <br />m �''# to <br />t!1 Q <br />o <br />a. <br />w <br />l l <br />• Rid\�,\`Jll <br />~P•;NSE <br />tiINN <br />•� <br />ti • <br />o <br />N <br />i <br />ECG <br />J <br />CO <br />//i"OFE S S1 Off; <br />`\\\N"� <br />/rlitiiitll � <br />To the best of the Engineers knowledge, Information and bel ef, <br />the structural 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 />Engineer's signature and seal. <br />0) <br />IN <br />O E <br />N$ <br />0 <br />�N�� <br />a <br />LL <br />Z <br />0 0 <br />R U.W S <br />c o <br />�S <br />Wis <br />ooc <br />arn°' % W <br />W <br />Z <br />LL IL <br />Z d <br />N N <br />ZO <br />U v <br />W <br />pp <br />z <br />Tu_ <br />Co <br />t` <br />f0LU <br />0 <br />0 <br />U1 <br />�N <br />C y <br />w ~ - E <br />t s <br />jG <br />= <br />0 <br />c <br />QCM <br />s <br />LL. <br />c� E <br />� <br />ag® <br />!� <br />i <br />P <br />o< <br />oa <br />? a <br />z <br />g <br />Chi M <br />= � <br />o <br />Iz <br />N <br />.� ra <br />�0 <br />z <br />U) J <br />g <br />g z <br />�3 <br />W <br />Z <br />W& <br />J <br />ru <br />r <br />to <br />51j <br />g <br />12 N <br />> M <br />a <br />rn <br />O <br />1— <br />L' <br />a <br />0 <br />dam' <br />0000 <br />co <br />c <br />O <br />n <br />:3 T <br />a <br />CV <br />W s <br />o <br />CV <br />0) <br />r O <br />O <br />(Q <br />� <br />N <br />Lo <br />'�• <br />1 <br />O°�i 1 <br />r <br />E <br />M <br />c LO <br />7 O <br />E <br />r <br />N <br />z <br />C <br />d <br />E <br />0 _j <br />O .�+ <br />Q d <br />C <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />