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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 114" <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 />\ 0. <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <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 />H SECTION VIEW <br />SCALE: Z' = 1'-0" <br />VVNLL <br />>YP CUT TO FIT <br />\RS IN WALL <br />2xl2 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 />10 <br />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 />INGER <br />A <br />GLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />H <br />2x4 SYP BLOCKING <br />�x8 SYP GLUED <br />FOR STRAP <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />FRAMING <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NAI LED—\ <br />DR FT SIP <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 LLl GLUED AND NAILED TO STRINGER <br />POINTS OR DRYWALL SPACING <br />B <br />H <br />6'q <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 />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE:' = 1'-0" <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND Z' 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 4" TAPCONS @ MAX. 32" O.C. <br />G.1 <br />TOP OF <br />STRINGER <br />- lx4 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 />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 />[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 "C" <br />SCALE: 1" = l'-0" <br />FLOOR TRUSS OR CONN. TO BOTTi <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"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 />G.1 <br />—3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />2-2x8 <br />SYP <br />BEAM <br />BEARING <br />IN WALL <br />qG <br />37, <br />Z <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED T <br />LVL <br />FLOOR <br />G.T. OR <br />1 3/4x <br />16" LVL <br />2x8 <br />SYP <br />GLUE <br />AND <br />NAILED <br />TO <br />FRAMI <br />C NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN FSECTION VIEW <br />_ SCALE:" <br />PER CONTRACTi <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 P <br />OST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />DRYWALL JOINT <br />(DRYWALL <br />COVER JOISTS) <br />F.F. <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2: <br />SIMPSON M <br />(14) 10d x 1 <br />L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />R <br />a <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />AUG 0 3 2022 <br />VIATi r, 1r itwv r',SI� <br />A <br />Plans Pew'(N end an <br />j"�"ed <br />for con ipuai Iua wlt, <br />Edition by Deard AnnL K;;,r ...�_ <br />J <br />t <br />N <br />O <br />t o <br />00 <br />1 <br />„.q r <br />I n <br />W <br />I 'q^ <br />W <br />0 <br />Z <br />Q <br />LO L E <br />0M 0 <br />W L <br />MN <br />N V a0 ° <br />~- <br />L _ 0 <br />o : g <br />�S U a) < <br />61-1 <br />•N i wcc) Q. <br />E N C <br />TWA O �.y 'c) <br />L <br />w <br />w� <br />Wt � �z�o z <br />0) <br />wO <br />cy <br />aQ Uxw <br />_ <br />�JQ)03:=0 <br />ozmQ0�-.J <br />_10 Q <br />HwZ <br />o mwo Oltoomzz <br />(y <br />fn Z <br />�LU rYoL <br />zzzLo a. <br />�F^6M() <br />Q0WOW�w <br />0w o 0 oQzg< <br />a <br />O <br />CD <br />N <br />oW <br />u') Z) N <br />>�,koo <br />. o <br />z <br />a J � <br />Ln LL. <br />aWaL <br />a��ce <br />-a00 <br />< <br />I-- <br />z <br />w <br />w <br />JC) <br />010 <br />J <br />N <br />O <br />N <br />i <br />O <br />N <br />O <br />O <br />06 <br />CO <br />— <br />O <br />r- <br />O <br />N <br />O <br />O <br />04 <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />O <br />N0 <br />O <br />O <br />O <br />00 <br />CD <br />N <br />M <br />CD <br />CV <br />1- <br />O <br />O <br />0) <br />O <br />O <br />O <br />O <br />r <br />O <br />N <br />0 <br />0 <br />O <br />Lo <br />> <br />O <br />N <br />O <br />IM <br />O <br />I- <br />O <br />V7 <br />O <br />O <br />O <br />ti <br />0- <br />(� <br />Z Z <br />WOM <br />() <br />WZo4 � <br />O <br />a <br />Q <br />-0 <br />�' <br />0wwm <br />LO - <br />ZWF-I- <br />~mOZ <br />t� <br />Z � W <br />a <br />M Z w <br />�ZZ <br />N <br />Ova->-W <br />z,...� <br />= o <br />~ <br />• <br />� <br />Z <br />U <br />U <br />g <br />a <br />-0 0 <br />I- m <br />Q <br />z <br />ST <br />Z <br />Z <br />W <br />W <br />N <br />N <br />LAST PLOT ,DATE <br />Jun. 17, 22 <br />.. <br />z <br />J <br />STAIR DETAILS <br />