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Cn <br />'R <br />Q� <br />Ld <br />I <br />LO <br />C'4 <br />C14 <br />C� <br />E <br />rn <br />W <br />E <br />2 <br />CL <br />-z-1 <br />!20 <br />0 <br />0 <br />q <br />-2 <br />Go <br />LU <br />-<1 <br />co <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 />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />FLOOR <br />JOIST <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />1 3/4 x 11 <br />Z VL <br />2x4 UNDER STRINGER-/ <br />GLUED AND NAILED TO <br />LANDING <br />CEOF 6R� <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />2x8 <br />F <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />x8 SYP <br />D <br />2X4 PT NOTC <br />INTO STRINGER <br />D 7 <br />H <br />2x8 SYP <br />J i 111 -.--2x8 Rl OCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAILS <br />Y^E --%, <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE-7, To', <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 />2xl 2 TREAD <br />GLUED AND <br />NAILED <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS�- <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x I <br />1/2" NAILS) <br />j2x <br />DRAFT <br />S P <br />2X4 PT NOTCHED INTO !Ptrl <br />V-2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />NOT TOUCH STRINGERS <br />INTO FLOOR NTH GLU:!-[�� E / <br />AT STRINGER CONTACT 2X4 BLOCK I N KN EEWALL FOR 2xl 2 NAI LI NG <br />POINTS <br />X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1'-O'� <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />F71 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />2x4 SYP BLOCKlNG <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER\----/ (SIMPSON MTS1 2 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN I - <br />4 <br />AND J" 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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 17/77/7 <br />�:::Vx4 BLOCKING FOR 2x12 <br />2-x4 PT UNDER 2x12 <br />PROVIDE JMOISTURE <br />CT <br />PROTECTION <br />TT 0 TS <br />LZATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" x <br />T PCt <br />0 M "0 C <br />2 TAPCONS @ MAX. 32" O.C. <br />rl I jil=� tl <br />A <br />\—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All SECTION VIEW "B" <br />29 V. = 1 1-0.1, <br />SCALE: 1 V-0" SCALE: <br />2x8 STRINGER MUST MAKE [ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />zu <br />TOP OF <br />STRIN <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />ON BEVEL <br />2x4CUTW <br />DOES NOT BEAR IN <br />WALL <br />GA <br />GER <br />TREAD—,__. <br />7 ------------------ <br />1x4 GLUED AND NAILED TO STRINGER '0 <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />2x SYP CUT TO FIT STRINGERS <br />-- <br />G <br />o�z <br />BEARS IN WALL <br />2X12 SYP BEAJ <br />SIMPSON A.35 <br />IN WALL 2X4 BLOCKING FOR 2X12 H�, <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2X6 SYP <br />2X4 SYP BLOCKING, <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 1 Od x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />1---� '1� <br />SECTION VIEW "ID" <br />SCALE: 1 V-0" <br />FILLER STRIPS ADDED 'PLYWOOD <br />GLUED & SCREWED <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />I <br />_-------2xl 2 SYP <br />FEE4 BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: I"= T-O" <br />-2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1 1'4; <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />H 2X4 SYP BLOCKING <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON MTS12 W/ <br />(14) 1 Od x 1 1/2" <br />2X4 DRAFT 2x12 <br />NAILS) <br />STOP TREAD <br />GLUED <br />AND <br />S P <br />2x <br />DiFT <br />2x4 PT NOTCHED I Ell, <br />\42X8 SYP DRYWALL STOP MUST' <br />STRINGER AND TAPCONED \ <br />NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE---` � <br />AT STRINGER CONTACT Lx4/GLUED AND NAILED TO STRINGER <br />,,fOR DRYWALL SPACING <br />POINTS <br />B <br />I H <br />SECTION VIEW "Ell <br />y^E SECTION VIEW <br />SCALE: v-0,; <br />SCALE: V'= V-0" <br />-3/4 PLYWC101 <br />ON DECK <br />—2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKING <br />C <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER - <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W1 SIMPSON H3 <br />VIC11 <br />SECTION VIEW <br />- <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO <br />\ GIRDER, FIELD VERIFY OF NEWEL <br />PER CONT <br />F- <br />7 <br />- (2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />OSI3 OR PLYWOOD <br />FROM JOIST TO JOIST. USE <br />OR I t%116" LVIL <br />2 X 12 BLOCKS, GLUED ANC <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWELPOST <br />SECTION VIEW "Gll <br />SCALE: I"= V-0" <br />SECTION VIEW <br />^F \1 6, <br />SCALE: J" = v-0,; <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: I"= V-10" <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />�L POST LET INTO <br />tOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />LTO <br />)ISTS) <br />H <br />2X STRINGEiR <br />2X BLOCKING <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAIL <br />S <br />�DOR 2X BLO--1NG <br />3 D 71 <br />R I SIRR <br />VARIES,.4 <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />C%� <br />C= <br />C*-i <br />C" <br />C%1 <br />Uj <br />Lj- 0- <br />(a C= <br />C-A = <br />C= ca <br />—C, <br />r= <br />= <br />4! <br />= X3 <br />rz <br />ez C) <br />a: <br />C`> <br />C14 <br />0, <br />N o <br />v <br />p a 3 <br />V�l <br />STA-1-E 0-F <br />% A. <br />^' .. 4'. (-, �) <br />R <br />G <br />To the best of the Engineers kn ledge, information and belief, <br />Ot*1ons <br />the structural plans and spedfi ntained within these <br />drawings comply with the 2020CFalohdacou <br />ng o a - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />9) <br />W <br />"r E S ci <br />-,8 0, - 'n <br />C.4 <br />(0 <br />6 g R <br />0 <br />�0 it <br />j* <br />r�� u, <br />LU <br />to <br />4 <br />04 0 (L <br />_j u- <br />0 <br />0 <br />U. z <br />:00 <br />-;; 0 <br />D <br />z <br />M Cl 0, 0 <br />1 <br />,g <br />:2 <br />5 C� �; oo U, <br />0 <br />W <br />W <br />r- <br />0 ,;; <br />U) z <br />LL <br />Go Ci 0 Lu <br />L0 z 0 <br />CO <br />04 <br />< <br />. z <br />W <br />0 g? !�2 <br />z: <br />Q)4­4 <br />U2 <br />C) <br />0 <br />V) <br />Lf) <br />E <br />C`� <br />z <br />E <br />2-0 <br />Z6 <br />< <br />E <br />Z <br />0 <br />c=� E <br />0 <br />00 <br />.0 <br />01 <br />01 <br />z0 <br />C,0 <br />�z <br />0 <br />z <br />x L4 <br />-R <br />0 <br />11 <br />z <br />i—n <br />1z <br />wo <br />z <br />'9 <br />10 , <br />U <br />co <br />z <br />M <br />0 <br />T- <br />3t <br />C"> <br /><, <br />�� 0 <br />5 <br />.0 <br />> <br />L6 <br />c) <br />4j <br />co <br />LO <br />CN <br />:3 <br />CL <br />LO <br />U) 0 <br />CN <br />0 <br />LO <br />r--. <br />LO <br />C) <br />q <br />CN <br />ca N <br />Xl <br />0) <br />C) <br />CD N <br />Lo <br />E <br />0 <br />M <br />04 <br />E <br />0 <br />< 0 <br />)OB <br />NO: <br />23-02469 <br />SCALE: <br />AS NOTED' <br />SHEEFNO. <br />ST <br />