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. �f�ll�l■■1"P All 111 n *iN 1r1r 1 4 I I q I1 qT 91 <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 />1 3/4 x 11 <br />1j 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 NOTCH`_ <br />INTO STRINGER <br />kN\H D <br />2x8 BLOCKING FOR STRAP <br />JOIST <br />Emillm <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />J_A <br />1­1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />— TI� F <br />2x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />Tz7, <br />_----- 2xl2 SYP <br />BEARS IN WALL II I <br />'--2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIM14) PO Ox MTS 1/2" NAILS <br />AT STRINGER CONTACT POINTS � / <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <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 J" ? % <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND 77 <br />NAILED TO STRINGER / <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />,,� 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />�2x8 SYP DRYWALL STOP <br />MUST <br />NO OUCH STRINGERS T/ <br />I <br />-----2x4 BLOCKING FOR 2x12 /� I <br />2x4 PT UNDER 2x12 C I <br />1 ROVIDE MOISTURE I <br />\ PROTECTION / <br />/ LATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ T"XTAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />04��) SECTION VIEW "A" SECTION VIEW "B" <br />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 <br />------------ <br />G.1\ <br />TOP OF \ <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP •"N I <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH I <br />I 2x SYP CUT TO FIT I 1 STRINGERS <br />BEARS IN WALL <br />I 2x12 SYP BEAR,'I E~' I <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />L1x4 blocking <br />2x6 SYP <br />/ \ <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />SIMPSON A35 OR <br />2x4 SYP BLOCKING <br />FOR STRAP <br />FLAT STRAP NAILED TO RISER AND <br />LSC EACH <br />/ <br />(SIMPSON N MTS12 w/ <br />THEN WRAPPED AROUND STUD - <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER � <br />(14) 14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />PLAN VIEW <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />1 <br />\ <br />SCALE: " = V-0" <br />WALL <br />SECTION <br />VIEW "D" <br />SECTION <br />VIEW "E" <br />SCALE: 1" = V-0" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED" <br />PLYWOOD <br />E: <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />/ <br />2x12 TREAD <br />-� <br />GLUED AND <br />NAILED <br />I <br />2x� <br />I <br />DR FT S P <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />/ <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />/ <br />POINTS / <br />x4 GLUED AND NAILED TO STRINGER <br />E—/ <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: J" = 1'-0" <br />ti' <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 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 2x12 <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 />01 <br />SCALE: 1" = 1'-0" <br />` f-2x8 SYP DRYWALL STOP MUST <br />,/ NOT TOUCH STRINGERS <br />1X4 GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 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 ' <br />\ DRYWALL STOP <br />\ NOT SHOWN <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 />V <br />STRINGER <br />\ <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT AT 1 ATTA16"CHED <br />LVL <br />W/ SIMPSON H3 ATTACHED 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'-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 <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />) TOP PLATE <br />'TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X B�OCKING <br />PSON MTS{2 w/ ' <br />10d x 1 1/2" AILS <br />R <br />3 D � <br />D OR 2X BLOCKING <br />RISK / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Cn O <br />O - O <br />Cr c.) <br />Lo <br />=D <br />U r Zf <br />C i <br />Q3 <br />O O <br />L) <br />1:�_ ca %_-v <br />0LtJ <br />N <br />N <br />_o <br />M <br />LE [,Ivwl <br />No 8750 - <br />:9 •• STATE GF -� <br />r 11 •'• n r } tla b� <br />,J." Y,`• <br />�� �i f 3 6 i 9 <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 Florida Building Code - <br />Resldential 7th Edition. 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