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''C_1 II"1j1111'I'LIIr1 ill' Irr'J' Jill l' 1 I I 11 r 1 1 1_1 1i'11 11 1 1 1 111 1 -ptif 1lyilmw e 11111 1 1 <br />A <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11 <br />a VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />D <br />---2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />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 />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN —ILIL <br />WALL <br />SECTIO <br />FILLER STRIPS ADDED <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 />'--2x6 SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />AND 4" 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 />FAr I 1A I I <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 1 112" NAILS) <br />CTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr--� <br />tCOMPONENTS <br />VIDE MOISTURE <br />TECTION <br />LZATTACH <br />/a' X <br />32" O.C. <br />ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />F2X4 <br />DRAFT <br />TOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />R <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (14) 1Od N M/2" N I <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ <br />11 11 "Ell <br />N VIEW D SECTION VIEW E <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" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SCALE: 1" = 1'-0" <br />TOP OF <br />3 �— <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />_TN <br />— <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />El <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 j x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW 11G" <br />BLOCKING <br />SCALE: i" = 1'-0" SCALE: 1" = V-0" <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />\ITO RIM BAND, <br />J D NAILED TO <br />WALL BELOW <br />SECTION <br />V V' <br />v N <br />D- D <br />f <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED T <br />LVL <br />1 3/4x <br />16" LVL <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />H <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />SCALE: 1" = 1'-0" <br />\ <br />OTHER TREADS <br />/ <br />6'0 <br />2X STRING R <br />3/4 PLYWOOD <br />3/4 PLYWOOD <br />SYPB <br />2X B <br />OCKING <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />ON DECK <br />BEAM <br />SIMPSON MTS <br />2 w/ <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />H <br />2x4 SYP BLOCKING <br />FOR STRAP <br />8 SYP GLUED <br />2x8 <br />BEARING <br />IN WALL <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />AND NAILED TO <br />SYP <br />3 <br />2X BLOC ING <br />NAILED TO STRINGER <br />FRAMING <br />(14) 10d x 1 1/2" NAILS) <br />FRAMING <br />GLUE <br />AND <br />AND <br />RI R <br />2x4 DRAFT 2x12 <br />2x4 DRAFT <br />NAILE <br />VARIES <br />STOP TREAD <br />STOP <br />2x12 TREAD <br />GLUED <br />TO <br />TO <br />GLUED AND <br />NAILED <br />AND <br />NAILE <br />VIEW "H" <br />XSECTION <br />2x4 BLOCKING <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO O;tsl <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED 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' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />V <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />-� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />U <br />o <br />Z <br />Q <br />a <br />z <br />V) (D <br />vC <br />w <br />� p <br />� <br />O w <br />~ <br />o <br />Cfi <br />_o 0 <br />Co ~ <br />W <br />~ po <br />U <br />fN') M <br />C m M <br />(6 R3 M <br />O O p <br />:]zs <br />U_ 00 <br />-00 <br />10, fl- o <br />o <br /><Crn <br />vi Qv <br />�Q/T <br />®® <br />- <br />ff <br />45�.44F <br />CC <br />c0 <br />a s <br />Z N M W_ <br />awIL <br />To the best of the er Y �r°m! �jn'13 ion„ <br />belief, the structural p nd specNiicatibfis cont <br />within these drawings coAvU{+j,,v,1p�}51�e, <br />Building Code -Residential 6th EFA41VN t��ineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />C:) <br />Z <br />0 n <br />M <br />> O <br />z <br />M <br />QU0�11) <br />n V) 'L <br />V) <br />< L_ LL <br />Q ^ <br />CY-1 U �OC) <br />Q <br />E <br />Z <br />W <br />�� <br />d- <br />J <br />pz <br />�o <br />za <br />z <br />�F <br />Vz0° <br />g0L4ZW <br />TT <br />V, <br />R <br />a��g <br />oF�o <br />00 <br />L <br />o0 <br />zz <br />0 <br />N <br />gz <br />�' <br />air <br />.�� <br />J Z <br />Q <br />U <br />.� <br />o� <br />o <br />AN <br />CC <br />LL_ <br />are a <br />�acCa <br />Zaoa <br />z a <br />l7 a Q3 <br />ono <br />LL O <br />W <br />Lri <br />d j <br />LL <br />a <br />Q C <br />J <br />rl <br />Lj <br />Q <br />Q <br />Z <br />nozo <br />2aa <br />w Z <br />ri <br />N <br />z <br />��.,,.. <br />ce <br />m <br />N <br />z <br />W <br />J o <br />az <br />0 <br />06 <br />= <br />n <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />ST <br />