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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 />13/4x11 <br />i VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L1x4 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 />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 />I 2x� <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 />AT STRINGER CONTACT \ Lx4 <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND J" GAP TOP AND <br />/ \ BOTTOM, GLUED AND <br />10 <br />STRINGER MUST MAKE FULL / / NAILED TO STRINGER 2x4 BEHIND RISER <br />CONTACT WITH LANDING / BLOCKING FOR / <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO \ <br />—FLOOR , \ 2x4 DRAFT RISER AND TREAD <br />STOP <br />JOIST SIMPSON A35 OR / / 2x8 SYP DRYWALL STOP MUST / \ <br />LSC EACH NOT TOUCH STRINGERS <br />STRINGER x SYP CUT TO FIT <br />BEARS IN WALL <br />I 2x12 SYP I I I <br />BEARS IN WALL x4 BLOCKING FOR 2x12 /� I <br />I I 2x4 PT UNDER 2x12 C I <br />ro� <br />Lj <br />2x6 SYP / ` 1 JDESTURE <br />' <br />\ <br />ATTACH <br />2x4 SYP BLOCKING OF STAIFOR STRAP2x4 PT NOTCHED INTO STRINGER 2" TAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />\ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4NAILED <br />/ \ NAILS) / OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2 TAPCONS @MAX. 32" O.C. \ / <br />2x4 CUT ON BEVEL \ � � — — � <br />DOES NOT BEAR IN <br />D D WALL GLUED TO \ <br />2x8 <br />SECTION VIEW "A" SECTION VIEW "B" G • - - SECTION VIEW "C" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER \ <br />SYP FULL CONTACT WITH LANDING i <br />/ \ TOP OF <br />/ \ / 61, \ STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />2x4 DRAFT %GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />STOP �N PER CONTRACTOR PROVIDE <br />8 SYP 2x8 SYP DRYWALL STOP j BLOCKING <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT I 1 STRINGERS I <br />BEARS IN WALL I <br />2x8 SYP 2x12 SYP BEAREIN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2X8 BLOCKING <br />2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST <br />2x6 SYP , STRINGER \ TO ANCHOR TO. <br />_ PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />SIMPSON A35 OR \ 2x4 SYP BLOCKING OSB OR PLYWOOD (2) LAYER EDGE OLD <br />LSC EACH � � FOR STRAP � OPTION: 2X4 CUT ON BELOW ALL NEWEL POST <br />BEVEL GLUED AND FROM JOIST TO JOIST. USE <br />STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT OR 1 t%16" LVL 2 X 12 BLOCKS, GLUED AND FLOOR <br />AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES <br />2x4 CUT ON BEVEL \ / / AT STRINGER CONTACT POINTS \ NAILS) / @ 6"" O.CAND R.T OP, BOTTOM <br />DOES NOT BEAR IN <br />WALL -� ��, ,�' NEWEL POST <br />SECTION VIEW "D" SECTION VIEW "E" SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—i <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = T-0" <br />! <br />L`t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />ALUED AND NAILED TO STRINGER <br />AeOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: J" = 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 />C NOTE: 2x8 I <br />\ DRYWALL STOP <br />NOT SHOWN <br />SE <br />CTION VIEW <br />SCALE: J" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />II/ 2X STRING�R <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />\AD OR AD2X BLOCKING <br />RISL�2 / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />GN <br />N <br />0 <br />W <br />Z <br />Z11 <br />� <br />�z co <br />N <br />ea t� <br />V N <br />C N <br />' cco <br />a ao 0 <br />N <br />w 4t <br />c c <br />t <br />3 3 w <br />a <br />ca c_ $ <br />c g <br />a cQa <br />ASE <br />`LIP, <br />�e.r ewe'••`'•... ••.�•��� <br />���. <br />To the best of the Engineers 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. 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