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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 />� bra <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 />0 <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />YA <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />VVMLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SYP CUT TO FIT <br />4RS 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" = V-0" <br />E <br />I. PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SECTIO <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 <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />N D-D <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />N THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />STOP <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND 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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP , <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/a' X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G.1 <br />TOP OF <br />STRINGER <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />— 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />SYP <br />BEAM <br />BEARING <br />2x8 <br />IN WALL <br />SYP <br />GLUE <br />AND <br />NAILED <br />TO <br />FRAMI <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />G <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER rSIDE) 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 J" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTi <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT, <br />F-1 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />N EWE L POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />2X4 CUT ON - <br />BEVEL GLUED <br />AND NAILED T <br />LVL <br />GA <br />F.F. <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />/-2X4 STUD NAILED AND <br />GLUED TO TOP PLATE <br />2X4 CUT INTO RIM BAND, <br />GLUED AND NAILED TO <br />BEARING WALL BELOW <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />C NOTE: 2x8 <br />DRYWALL STOP F SECTION VIEW, <br />NOT SHOWN <br />SCALE:' = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SIMPSON <br />(14) 10d x <br />LA <br />:L POST LET INTO <br />'LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />A <br />5 2023 <br />VirtuReview Assist, Inc. <br />Plans Review completed and approved <br />fqr compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />t <br />N <br />N <br />O <br />N <br />to <br />LO <br />000 <br />P <br />.. <br />U*)ry <br />to <br />I4LQ <br />' <br />¢ <br />U c, <br />Z <br />LU <br />-•:sue <br />w <br />0 <br />Z <br />Q <br />W <br />'O o U <br />�MwCn d <br />4- <br />V) <br />�O� ua <br />V .r « <br />th <br />/�� 'C L <br />�/ O 0 2 <br />p <br />$ <br />Ogg <br />Q <br />'V)^ <br />jm <br />w QN N k <br />L 0o Cn <br />TW <br />CO <br />c <br />W <br />W <br />0esL <br />Wwg-z� = <br />¢ 0 <br />�O�UOLLO <br />J <br />< !1QJZLLJ0Z��H�00 <br />� <br />0F00m�Z <br />QOz <br />cQQ,Ly0 <br />Z <br />�zYOzpw�aU <br />Z <br />~W_gwA W <br />H <br />LLa <br />UQ <br />LL <br />Q� zO< <br />0 <br />Qti <br />O <br />O <br />N <br />oW <br />U')�N <br />14 <br />0 <br />Q <br />C) <br />`M O <br />M Lf) <br />W Q L <br />00 <br />Z <br />U <br />Z <br />Wo <br />J <br />l0 <br />N <br />N <br />O <br />N <br />t <br />O <br />t <br />N <br />O <br />O <br />o6 <br />O <br />CV <br />0,0 <br />N <br />; CV <br />0 <br />CV <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />CA <br />CA <br />r O <br />O <br />C10 <br />CV <br />C'M <br />CIO <br />4 <br />O <br />, <br />O <br />CA <br />O <br />CA <br />O <br />O <br />O <br />CV <br />O <br />O <br />p <br />e <br />CV�n <br />��OO000 <br />� <br />N1, <br />CO <br />d <br />CC) <br />1 Cfl <br />. <br />r` <br />Cr <br />M <br />(f� <br />Z z <br />O <br />W <br />♦/`f <br />(_) <br />� fn <br />Z) <br />O <br />f—O�a <br />-0Oa=Q <br />Z <br />W � <br />�co0Z <br />�—• <br />g <br />z � w <br />5. <br />< Z 0 <br />T� <br />Z Z <br />CO <br />W <br />o <br />0�0 <br />UOg�LU <br />Z <br />z � <br />�Qo <br />• <br />Z <br />U <br />a <br />OU <br />O <br />m <br />Z <br />S <br />T <br />Q <br />Z <br />z <br />w <br />J <br />LLJ <br />N <br />LAST PLOT DATE <br />>� <br />Dec. 15, 22 <br />z <br />0STAIR <br />J <br />DETAILS <br />