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SCALE: 2' <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 6'0 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2' = 1'-0" <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" = 1'-0" <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4" <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 H 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND............ 4 <br />NAILED <br />DRAFT STOP <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />1p <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />L, <br />STRINGER CONTACT <br />GLUED AND NAILED TO STRINGER <br />POINTS <br />OR DRYWALL SPACING <br />B <br />H <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" = 1'-0" <br />-ALIGN 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 />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />AN <br />/ <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4' <br />AND 2GAP 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/ -1" 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 />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />G.1 <br />TOP OF <br />STRINGER <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 SAP 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 />2 <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 "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"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 />N EWE L POST <br />BLOCKING <br />0 1 HIM UUINO I MUU I IUIN UC I /AI LZ) <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 />2X <br />PSON MT <br />10d x 1 1/ <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 />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />MAR 2 2023 <br />VR/\ <br />Virtual Review Assist, Inc, <br />Plans Review completed and appro <br />for compliance with the 2020 FOC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />x�.r..- <br />04 <br />J . <br />S" <br />141O <br />... <br />mad ' s r i <br />_- <br />LU <br />Z <br />Q <br />V) N L N E <br />0 moo, o <br />CY) ^ d <br />W\ L CY) OR <br />/1 <br />(n V =-0-0— u a <br />2 M <br />L t <br />Oo 2 o <br />O LLo 0 Q <br />U m ¢ <br />t� w00 QN <br />7� Lo E- <br />V CL <br />Ur W <br />w <br />UW H W ,�j W 2 0 O <br />Zw <br />WO=-_jQO¢�QU_UO0_,O <br />Q V <br />H ~ <br />D U O J¢ Z w U_ O Z 2 0 0~¢¢ <br />� <br />O <br />OU)XLU pWOx�Q? � <br />Z <br />QFQpWQ0zWZO�00 <br />�Yo¢¢ ¢ <br />ILL <br />OW P <br />OQ o Z) 0¢a� <br />U_ <br />sil <br />O <br />zW <br />O� <br />D CO O <br />Q Cn CO � <br />J <br />2 (f) �` I` <br />LC) <br />I-0aM <br />�0-2� <br />Z V <br />w <br />W3: <br />J 0 <br />J <br />d0- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />O <br />0 <br />0 <br />0 <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />co <br />O <br />� <br />O <br />O <br />r <br />IN <br />O <br />I <br />i <br />i <br />z <br />0 <br />Nw <br />o <br />0 <br />0 <br />o <br />I <br />L / <br />I <br />> <br />N <br />M <br />i <br />i <br />I <br />1 <br />00 <br />} <br />Z ~ <br />U) <br />QZ <br />O <br />zw <br />`� <br />O <br />Ll.l <br />U <br />000 <br />UV55 <br />Lo <br />O <br />�zj <br />z <br />oLUMa <br />ak <br />Q <br />rl <br />F— <br />of w~ <br />wLn <br />L / <br />m�� <br />N <br />O <br />Zo= <br />w <br /><�� <br />■ ■ (0 <br />Q <br />0 <br />z�0 <br />0 <br />U <br />-Z� <br />z <br />Z <br />Q <br />F_ <br />U <br />0 <br />O <br />a- <br />Z <br />Q <br />Z <br />z <br />w <br />WST <br />J <br />� <br />o <br />0 <br />LAST PLOT DATE <br />IN <br />■ ■ <br />6-0 <br />Zo <br />J <br />STAIR DETAILS <br />