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t <br />+ SCALE: 2' = 1'-0" MALL <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 />\ 0, <br />0 <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW 11D11 <br />SCALE: 1" = T-0" <br />FILLER STRIPS ADDED 3" 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 />,�—STRINGER <br />GLUED <br />D NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />0 <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND MTS12 wJ (14) 10d x 1 <br />2x8 SYP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />w/ <br />NAILED TO STRINGER <br />FRAMING <br />110(SIMPSONMTS12 <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4' <br />AND 1' GAP TOP AND <br />BOTTOM, GLUED AND <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 MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" G.11-1 <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW 11E11 <br />DR FT S P DR FT S P <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER <br />POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />H <br />H SECTION VIEW E SECTION VIEW <br />SCALE: z" = 1'-0" SCALE: Z' = 1'-0" <br />.�T6 <br />F <br />2x4 <br />STC <br />2x4 <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />G <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER �� I�SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C11 <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 2" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"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" 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 />BLOCKING <br />0 1 )"M rx RUING I MUU I IUN Ur- I /-XI LJ <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />L JOINT <br />-L TO <br />GISTS) <br />D NAILED AND <br />0 TOP PLATE <br />INTO RIM BAND, <br />AND NAILED TO <br />'WALL BELOW <br />L JOINT <br />_L TO <br />GISTS) <br />L POST LET INTO <br />LOCK <br />IDE <br />41NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />J U L 2 1 202 <br />VV\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />H r compliance with the 2020 FBC 7th Edition <br />by Debra Anne Ktahr PX2300 <br />2X <br />2X B OCKING <br />OPSON NITS 2 w/ <br />I) 10d x 1 1/2" AILS - <br />K2X BLOC ING <br />'ECTION VIEW "H" <br />SCALE: 1" = T-0" <br />M <br />N <br />LO <br />LO <br />p <br />W <br />z <br />Q <br />N N LO <br />C <br />W L 10 U <br />i, ' c`D <br />f� N <br />N V C, <br />s= G 1 <br />V/ ❑ 0 U a <br />o <br />O , m Q <br />C -, <br />#t <br />.N <br />LL QN <br />V <br />7W L p F ID <br />V a <br />r <br />Lij W <br />W <br />❑LL uS WOH <br />W ~— W� J; W< z oC z <br />�¢0 <br />0¢�0�¢- <br />U <br />U)0FU)-0 <br />zLLz20❑�OU)9OOZoomZZ <br />¢Q <br />WZ��O 0-��W W�CLQQ� J <br />IL <br />OzWO <br />¢�U <br />❑ <br />g72iU0 <br />O0'- ❑oz <br />LL ¢ 0 LL <br />O <br />O <br />Z N <br />OF- <br />L n ti <br />O <br />0 M <br />CO <br />Q w <br />0-� <br />U) <br />Lid <br />� a- M <br />Z U F- <br />W <br />W�. <br />J 00 <br />CD <br />d' <br />N <br />N <br />' N <br />O <br />N <br />O <br />N <br />O <br />N <br />ti <br />CN <br />414 <br />r- <br />O <br />N <br />O <br />N <br />e. 0 <br />06 <br />LO� / <br />(0OD <br />r' <br />r <br />` 0 <br />•N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />T� <br />O <br />N <br />O'O <br />N <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />L/ <br />0 <br />s= <br />4 <br />0 <br />O <br />0 <br />'. O <br />0 <br />O <br />r <br />O <br />r- <br />T <br />O <br />6 <br />O <br />o <br />U <br />N'^ <br />LO <br />I Cr <br />MVJ^ <br />Z Z <br />Z O <br />W <br />oWU) <br />O <br />vo�o <br />F-- <br />O a <br />V <br />ow�a <br />Q <br />ZWF- <br />� <br />a <br />=co0Z <br />V�n <br />Z J <br />N <br />0 <br />Z 0 <br />i'Y) <br />< <br />Z Z It <br />LO <br />W N <br />O-j2z <br />Q <br />U°- <br />LU <br />>-U) <br />�zz <br />Z <br />O <br />Q <br />1'-Q U <br />J <br />OU <br />O <br />a <br />Q <br />z <br />ST <br />Z <br />Z <br />W <br />' ^ <br />W <br />0 <br />O <br />Lj <br />/ <br />LAST PLOT DATE <br />May. 9, 23 <br />z <br />J <br />STAIR DETAILS <br />