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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 />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />D <br />i-2x8 BLOCKING FOR STRAP <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 />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 />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT--"' <br />STRINGER CONTACT <br />POINTS <br />AI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />Lx <br />2x8 SYP DRYWALL STOP MUST <br />L <br />NOTTOUCH STRINGERS <br />/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />/ <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />J_A <br />I-, <br />ALIGN THIS STUD WITH <br />rFACE OF 2ND RISER <br />/ I 1� T `\ / <br />2x12 SYP <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />ANDJ" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER % <br />2x4 BEHIND RISER i <br />BLOCKING FOR <br />—1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ 2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST \ <br />NOT TOUCH STRINGERS <br />--4-•2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C I <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION <br />ATTACH ALL COMPONENTS <br />/ OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />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 />2x SYP CUT TO FIT 1 <br />BEARS IN WALL I <br />�.r--2x12 SYP <br />BEARS IN WALL I <br />'--2x6 SYP / <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 />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "A" <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ <br />TOP OF I <br />STRINGER <br />/ <br />------------ <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />2x4 DRAFT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />11" <br />PER CONTRACTOR <br />/ <br />2x8 SYP DRYWALL STOP <br />'�� <br />\ <br />�/ <br />PROVIDE <br />BLOCKING <br />I <br />2x SYP CUT TO FIT <br />/ <br />I <br />MUST NOT TOUCH <br />1 STRINGERS <br />G <br />I <br />BEARS IN WALL <br />I <br />I <br />2x12 SYP BEAR <br />IN WALL <br />I <br />EI <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />BLOCKING <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />FOR POST <br />2x6 SYP 14 <br />STRINGER \ <br />TO ANCHOR <br />2x4 SYP BLOCKING <br />_ <br />LAYER �" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />SIMPSON A35 OR <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />LSC EACH <br />� <br />(SIMPSON14)1Od MTS12 w/ <br />BEVEL GLUED AND <br />1 „ LVL <br />FROM JOIST TO JOIST. USE <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER � <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" NAILS) <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />AT <br />ATTACHED W/ 12d NAILS <br />ATTACHED <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />FLOOR <br />TRUSSES <br />2x4 CUT ON BEVEL <br />/ AT STRINGER CONTACT POINTS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />DOES NOT BEAR IN <br />WALL <br />-- <br />\ \ <br />/' <br />NEWEL POST <br />SECTION <br />VIEW "D" SECTION <br />VIEW "E" <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = V-0" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" 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 />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />` f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Llx4'GLUED AND NAILED TO STRINGER <br />"eOR DRYWALL SPACING <br />H <br />NOTE: 2x8 / <br />\ DRYWALL STOP <br />NOT SHOWN <br />E SECTION VIEW '-- STAIR koUNSTRUCTION DETAILS <br />SCALE: J, = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NITO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />/I/ 2X STRINAR <br />2X BLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2" AILS <br />2D OR 2X BLOCKING <br />366 <br />RISK / <br />VARI E <br />`� <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />t— 0 <br />O Au- <br />co <br />N IZ <br />Q <br />Np <br />«s <br />Z V M <br />�-M3NY <br />N C <br />a_ <br />Q <br />Q d 3 Ma <br />N > V U m <br />N co 0 <br />- W Q� <br />E <br />Mis O <br />< C U <br />_ <br />>>a °w <br />i <br />'Yv� <br />cu <br />FL •'4(' <br />F E S S %�\ <br />,i�frr�tit� <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 <br />Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M <br />Q <br />co <br />r ac <br />a g <br />V y dg 0 <br />0 5�Y°� <br />U_ <br />LL LL <br />a <br />Z t a <br />0 0 <br />0 <br />0 <br />6 <br />C7 <br />W •� N tD <br />��rnrn <br />0 <br />m -J J <br />Z � �Z <br />LW <br />d <br />�¢yo <br />ZN OV <br />U J Vi <br />W <br />❑ ❑ ❑ <br />z C-41 <br />z <br />a <br /><t <br />Q1 U' <br />LL <br />�10N <br />•O <br />U <br />c <br />0 <br />Q Y <br />0 <br />N <br />�p <br />m <br />N;Z <br />w <br />M <br />X. <br />Q <br />J <br />CL p <br />u°-iz <br />a� <br />0a� <br />as <br />�_ rv� <br />"'i <br />°< <br />oa <br />Wg <br />z <br />$g <br />ro <br />Cn C <br />y <br />~ <br />� <br />z <br />� J <br />a <br />g� <br />iy <br />�8 <br />Z <br />W� <br />U <br />LL <br />co <br />>L <br />J <br />O <br />o> <br />m <br />� <br />c� <br />M <br />(o d. <br />�C..:�) <br />a. <br />�.i./ <br />" <br />O <br />M <br />N <br />O <br />N <br />r <br />E <br />M N <br />Z <br />z <br />s O U <br />c <br />a <br />¢ W <br />JOB <br />NO: 22-02353 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />