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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 />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 <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />22 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />P <br />2x8 SYP DRYWALL STOP MUST <br />YNOT 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: " = 1'-0' <br />VVHLL <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />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 "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'-0" <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NAILEE <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ORR <br />ED AND NAILED TO STRINGER <br />YWALL SPACING <br />f� <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 />-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: ' = V-0" <br />3/4 PLYvA <br />ON DECV <br />--2x8 SYF <br />AND NE <br />FRAMI I` <br />2x4 DRAF <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = V-0" <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a" <br />AND GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />AX4 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 />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" 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 />GA <br />TOP OF <br />STRINGER <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 <br />rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER--//�T\ l SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ :1F ' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />SCALE: 1" = V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1' = 1'-0" <br />NEWEL POST <br />BLOCKING <br />0 1 /AIM UUIVO I MUU I IUIN Ur. I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />ALL JOINT <br />JALL TO <br />R JOISTS) <br />FUD NAILED AND <br />) TO TOP PLATE <br />JT INTO RIM BAND, <br />) AND NAILED TO <br />NG WALL BELOW <br />ALL JOINT <br />JALL TO <br />R JOISTS) <br />2X <br />SIMPSON M1 <br />(14)10dx11 <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />SECTION VIEW "H" <br />SCALE. 1" - 1'-0' <br />OCT 2 8 2M <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th E' ' Ion <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />O Ft <br />N <br />co <br />00 <br />CO ' � IJ DOh. � . %' <br />LO <br />coo <br />/ <br />LO <br />' � <br />Q <br />A `, Jl-)'. 5 , f <br />W <br />a� ,i <br />2 <br />O <br />W <br />Z <br />Q <br />^N` N LO <br />c '0 o <br />_W L c0i <br />� <br />Mc <br />f� N n D <br />N V -070- <br />t o <br />Oo 2 o <br />O LL o v <br />Lm U ^ <br />p <br />.N U LU QN <br />L o E' .9 <br />70 v � @ <br />LU w <br />�W Uj WCH <br />W F--a Of of zx Z <br />QaX Jo <br />Q Q U <br />J<0�o')U-oo0 <br />Z�yW—Z2J <br />arj)x�oZomoomzz <br />HQ <br />n� Z <br />-jazYLLW�CY o>Oz0 <br />WOw�ZgWp2Q <br />a <br />0 <br />� Y <br />OQ 0 �F <br />Q <br /><O <br />Q <br />>E <br />O <br />O <br />Z N <br />OW <br />>U)(D <br />��CMa <br />z <br />Q <br />U) <br />q) <br />I-01MM <br />00 <br />Z V <br />z� <br />W <br />wC) <br />J <br />O <br />N <br />N <br />O <br />N <br />N <br />IL <br />O <br />(0 <br />00 <br />r- <br />O <br />N <br />O <br />N <br />O <br />N <br />— <br />N <br />r- <br />N <br />O <br />O <br />N <br />(DO <br />N <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />o0 <br />O <br />Lh <br />OD <br />O <br />('M <br />- <br />N <br />O <br />('M <br />O <br />C <br />4 <br />0 <br />, <br />0 <br />0 <br />0 <br />6 <br />0 <br />' <br />0 <br />(O <br />0 <br />.F <br />N <br />o L <br />ID <br />i <br />O <br />O <br />N <br />O <br />M� <br />O <br />O <br />L0 <br />O <br />(O <br />O <br />I� <br />�.} <br />v <br />.- <br />00 <br />�/� <br />VJ <br />Z z <br />O <br />10 <br />wwr>- <br />0 W (A <br />O <br />UoZ>Q <br />�O <br />--°- <br />of W <br />z <br />LuF-Q <br />F- <br />0 <br />~m0Z <br />� F- <br />N <br />Z 3 J <br />M <br />w <br />} IX <br />Z 0 <br />M <br />� <br />< <br />Z Z LL <br />w N <br />OJgz <br />< <br />ULnzz <br />Lu <br />.. <br />z <br />Sao <br />0� <br />Z <br />U <br />U <br />< <br />0 <br />0 <br />m <br />a <br />Z <br />Z <br />z <br />w <br />J <br />WST <br />N <br />O <br />" <br />Q <br />LAST PLOT DATE <br />Aug. 8, 22 <br />z <br />0 <br />STAIR DETAILS <br />