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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 />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />FLOOR / <br />JOIST Sim PSON A35 OR / <br />LSC EACH <br />STRINGER <br />13/4x11 <br />VL <br />2x4 UNDER STRINGER / <br />GLUED AND NAILED TO <br />LANDING \ \ <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />I I WALL GLUED TO <br />2x8 <br />Al IC;N THI.qSTI in WITH <br />J-A <br />1-1 <br />2x SYP CUT TO FIT 1 <br />BEARS IN WALL I <br />_---2x12 SYP <br />BEARS IN WALL ' <br />'-2x6 SYP 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) 10d x 1 1/2" NAILS <br />F SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />_ <br />SYP FULL CONTACT WITH LANDING -D <br />/ 0, \ <br />/ <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN T" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1 4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />x <br />—2x4 DRAFT RISER AND TREAD <br />STOP / X X; z L <br />—2x8 SYP DRYWALL STOP MUST / <br />NOT TOUCH STRINGERS 1 <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ I" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />I <br />C � <br />1 ROVIDE MOISTURE I <br />\ PROTECTION <br />LZATTACH ALL COMPONENTS / <br />IR TO CONC. W/4" XCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />NAILED TO STRINGER <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 UNDER STRINGER GLUED AND 2x4 DRAFT <br />STOP <br />NAILED TO LANDING BLOCKING x8 SYP [ <br />D 2x8 SYP DRYWALL STOP <br />2x4 PT NOT <br />C MUST NOT TOUCH ' <br />INTO STRINGER ' - 2x SYP CUT TO FIT `STRINGERS G <br />H D BEARS IN WALL <br />2x8 BLOCKING FOR STRAP 2x8 SYP I 2x12 SYP BEARSE I \ <br />E I — t� � IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A3� <br />-El . <br />I i--r— 2x4 PT UNDER 2x12 OR LSC EACH <br />L-1x4 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 />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 />\h <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 zz <br />NAILED <br />2xi <br />I D FTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ _ x4 GLUED AND NAILED TO STRINGER <br />E—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />STRINGER <br />2x6 SYP / <br />\ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />(14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — <br />AND NAILED TO FLOOR WITH GLUE <br />/ AT STRINGER CONTACT POINTS <br />/ <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />BU LLNOSE 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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT" <br />STRINGER CONTACT <br />POINTS <br />V1 <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "E" <br />`t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx*/GLUED AND NAILED TO STRINGER <br />/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAM I NC <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 I <br />\ DRYWALL STOP <br />NOT SHOWN <br />\\ <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />\ j <br />'— (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 R PL16" W FROM JOIST TO JOIST. USE <br />ATTACHED LV 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" =1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <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 />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 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 />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />. JOINT <br />LTO <br />)ISTS) <br />H <br />I/ - 2X STRIN4R <br />2X BLOCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2" ►NAILS <br />\3w OR 2X BLOCKING <br />3 <br />RISK / <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />W ) <br />~ <br />M <br />cv U. (]-. <br />r <br />I <br />r <br />Q l.J y <br />r - a) <br />O <br />O,� <br />7 <br />N <br />0 <br />N <br />0 <br />�EU�k'''. <br />•IV"- <br />a`�G`) •. �' C E - <br />. <br />No a PE % �0 j1 <br />0-1 <br />�,-;A-�� <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 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 />Engineer's signature and seal. <br />OD <br />F E <br />a 8 N # <br />n0 a � J LJL <br />d! (30 EL a Y <br />N <br />yMv <br />a JLLLL a�3 <br />Z ° <br />tp m 0 J <br />0 ¢ a ¢ <br />a <br />Z Lo tN.,Z myO <br />ILW co <br />N <br />U y <br />OU <br />Z <br />U <br />z CN M <br />z C� <br />a <br />C- <br />tV <br />— <br />z <br />N 8 <br />vG2 <br />LL <br />C—/3 <br />O—� <br />w � <br />U1 c ID <br />U � <br />Lij <br />� <br />w <br />Cl) <br />M <br />w <br />o <br />Z <br />g <br />Q n <br />ZQ <br />Q <br />E u <br />(O <br />WO <br />R tc 0 <br />R. <br />UO <br />00 <br />Z11 <br />C <br />O <br />cv <br />a <br />¢ 4 <br />Z <br />w <br />L <br />8 <br />Q <br />W 2 <br />C <br />O <br />Z <br />U <br />m� <br />Oa <br />Z <br />N J <br />3 <br />ab <br />0� <br />�z <br />o <br />W�W <br />U <br />J <br />O <br />�a <br />}O <br />x <br />zla <br />a <br />00 <br />=N <br />N O <br />ICU <br />` <br />rn <br />0 <br />O <br />O <br />Ll') <br />r <br />M_ <br />L <br />CO T <br />O <br />Q <br />Cr <br />O <br />00 <br />� o <br />m <br />r <br />QT' <br />CEO <br />04 <br />0 N <br />Q O <br />O <br />Lo <br />N <br />C <br />m <br />Z <br />3 T iri <br />E <br />Z <br />m <br />a <br />E v w? <br />U Q p <br />c <br />c <br />JOB <br />NO: 22-01577-01572 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />