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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 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 />DR FT ST P <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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2' = V-0" <br />MALL <br />A <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 12 ' 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 />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL 2x4 PTOUNDING ER 2x012 2x12 <br />Nwo <br />—2x6 SYP <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) ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2-1" TAPCONS @ MAX. 32" O.C. <br />'IEW "A" SECTION VIEW "B" G.tl <br />SCALE: 1" = 1'-0" SCALE: 1" = V-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 �N [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED" 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" = T-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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />�7 <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />�. OR DRYWALL SPACING <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" = 1'-0" <br />E SECTION VIEW <br />SCALE: 2' = 1'-0" <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 SIDE) TO BOTTOM EDGE OF 2x12 <br />FSTRINGER <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 "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER a" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 2"X16" LVL <br />ATTACHED Wi 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-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 />0 1 /-ill"( UUIVJ 1 MUV 11UN Ur- I /AILO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />kRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />I <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 />52XSTRINGR <br />2X BQRIS <br />SIMPSON MTS <br />(14) 10d x 1 1/2 <br />G <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />M <br />N <br />O <br />N <br />-v✓ y� <br />00 <br />LO <br />�T <br />LLB <br />. .>X <br />00 <br />9 9 h <br />t ' <br />�'� <br />4r9eF i I e F N .._ <br />W <br />0 <br />M x <br />W <br />0 <br />Z <br />a <br />>Q� o <br />cl <br />V) <br />V i3 2 m <br />E r o <br />Oo S o <br />W <br />7C) <br />L 0O �F <br />0 �0 <br />W <br />w <br />�Q 0 0 zW <br />DX-j LLU0� <br />Q <br />0?: W W J0 <br />QO(1)W-ozmoQaQ <br />O0O0'�OO�00EOZ <br />nW<wzU <br />W _�' <br />OI <br />OwQW <br />W 020¢0Wzzo� WQLL <br />�a<Q <br />� <br />OW <¢ 0QLL < 0 <br />LL3 <br />0 <br />Z <br />UJJ <br />O F_ <br />01� ..=0 <br />Q Cn M � <br />LL It <br />I` <br />IJJ Lq <br />E— cM <br />ZUF-- <br />W <br />W� <br />O <br />J <br />CO <br />d' <br />JUL2 <br />1 <br />2023 <br />Virtual <br />R <br />vie <br />Ass <br />st, I <br />c. <br />Plans Review <br />c <br />mpl <br />ted <br />@nd <br />ppr <br />r compliance with <br />the <br />202 <br />�e <br />7thve <br />it <br />on <br />by <br />Debra <br />A ine <br />(16 <br />kMft <br />O <br />No <br />O <br />O <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />_ / <br />ti <br />N <br />N <br />O <br />O <br />° <br />CD <br />' <br />z <br />0 <br />NLn <br />W <br />0 <br />O <br />CD <br />Ln <br />> <br />- <br />Z ~ <br />Z <br />a ZW <br />� <br />W <br />Z <br />Zz <br />T <br />® <br />�00 <br />F— <br />�Z5; <br />O <br />0�C <br />Q <br />Z <br />a-ofa <br />F— <br />�WQ <br />T"I <br />= <br />m F=- W <br />N <br />N <br />� <br />ZOO <br />w <br />0- <br />Qo= <br />. <br />L0 <br />p <br />zoo <br />v <br />0- <br />ry <br />• <br />z <br />c� <br />�� <br />Q <br />OV <br />OCL <br />z <br />ST <br />a <br />Z <br />Z <br />W <br />W <br />J <br />O <br />LAST PLOT DATE <br />z <br />0 <br />e <br />J <br />STAIR DETAILS <br />