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�l"Ill' 11E! <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 />13/4x11 <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />FLOOR <br />JOIST <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 I F 2x8 <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING 8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />k0kD <br />2x8 BLOCKING FOR STRAP 2x8 SYP <br />f-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 />117r1110 MOM AAIM MI IAI 1K101%MhAATInAI <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 1 <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />E-� <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />I 't2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />V <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: it = 1'-0" <br />2x8 <br />SYP <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />' - -2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />:1 <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 MUST <br />NOT TOUCH STRINGERS <br />/// A 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 />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'a <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />C <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/J" X <br />2 t" TAPCONS @MAX. 32" O.C. <br />ATTACH ALL COMPONENTS <br />1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X <br />NAILED TO STRINGER <br />\ <br />2" TAPCONS @ MAX. 32" O.C. <br />/ <br />G.1y <br />TOP OF <br />STRINGER <br />STRINGERS <br />R E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" SECTION VIEW "E" <br />FILLER STRIPS ADDED <br />GLUED $ SCREWED TO <br />PLYWOOD DECKING <br />BULLNOSE <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />DETAIL <br />SCALE: 1" = V-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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE,AT- <br />STRINGER CONTACT <br />POINTS <br />�7 <br />SCALE: 1" = 1'-0" <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIX/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />`-2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKING <br />C-� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />(2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />PER CONTRACT, <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 />1 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 />F SECTION VIEW <br />SCALE: }" = 1'-0" <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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B CKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />``t`�l,`<<4titttEftP <br /><0 rr,�, <br />zrrf1. <br />F, N <br />,^ C <br />`/�%•i v"ESS100 <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 2017 Rorids Building Code - <br />Residential lath Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0LQ 0 <br />Q� J <br />U. <br />J u W <br />LL n a <br />4in <br />yr 2s <br />C J M Z a W y <br />LL LL S a <br />t9 <br />0 <br />-�- � g <br />C y� 0 F <br />L—_• Ym m 00 <br />W <br />r� <br />j02 <br />z <br />LL <br />00 d iQYpN <br />N Cl)Q (3 <br />z <br />0 000J <br />W <br />z <br />z- <br />z g <br />a <br />U) <br />N <br />z <br />C9 <br />0 <br />� <br />�U <br />C, <br />W <br />0 <br />LU 8 <br />U <br />NC, <br />On - <br />co <br />M <br />w <br />zo <br />U_ <br />E <br />o <br />�o <br />Q <br />@ <br />(6 f <br />C <br />�� <br />X U <br />wa <br />Q 0 <br />zg� <br />CV � <br />w L <br />*° <br />wo <br />o <br />_ <br />j <br />� � <br />ti <br />i <br />NO <br />�& <br />�QQyw <br />zQ) <br />-A <br />b <br />8� <br />IN <br />at�l <br />U <br />W <br />ANNT <br />IZtI <br />IIIIIIIIII� <br />8 ' <br />O <br />CD <br />� <br />il< <br />� 3 <br />0 <br />`CV124 <br />= <br />>L6 <br />m <br />^' <br />W <br />� <br />m <br />C0 <br />.� <br />O <br />N <br />C- <br />T <br />= <br />��CCLO <br />J O <br />r— <br />ili <br />E <br />r <br />cV r <br />Z <br />c <br />� <br />E <br />b •• <br />c <br />EL <br />U <br />p <br />JOB <br />NO: <br />20-6578 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />