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La <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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />It I} F 2x8 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <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 />B-� <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 \ x 1 1/2" <br />NAILS) <br />/ <br />Al <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ,� 1 <br />SYP FULL CONTACT WITH LANDING <br />(t-li-I•�-I•t-I•t-Itt��ltttt�. --- <br />ar•r_ aaaaaaat•aaaaaaaar•rr■r•t�t�r•�r�r_�■ ■ .:. <br />10000000 <br />NEI <br />� ��II ::. . - - • - III = - .�i1 <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />PLAN VIEW 2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />SCALE: " = 1'-0" WALL <br />E: <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 6'4 <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />4 <br />GLUED AND <br />NAILED --\ i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2X8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />SECTION VIEW <br />/1 <br />t7SCALE: f•, o <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�9 <br />��111 Win,, <br />— ZX4 JTI' tiLUUKINU <br />FOR STRAP <br />/ 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />NAILS) <br />AT STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'4' <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />r-2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1.4. <br />2x4 GLUED <br />AND NAILED <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />lt2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix/GLUED AND NAILED TO STRINGER <br />J� FOR DRYWALL SPACING <br />/'� SE <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: i" = 1'4" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />`2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C---1 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ('SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />--2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C' <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER <br />2 }" TAPCONS @ MAX. 32" O.C. / <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />S <br />G.1 --- SECTION VIEW <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />--2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />4- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER" 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 />/ SECTION VIEW <br />t7 <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 />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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR y( BLOC NG <br />3 <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N � <br />D W <br />ci per,. <br />c ea w C14 <br />- -cs x <br />N l0 m <br />- •y d c7 % <br />Q !V Y <br />a� <br />g c <br />o� w - a <br />3 cc <br />To a o� w3 <br />c o <br />�a <br />� E <br />� <br />o <br />p• w <br />.......Psi <br />.' • � E <br />C1Ai Q <br />, Q <br />� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Flodde Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />N d d) $ <br />00 n�21 <br />(Yi (� <br />n0 `�1 M ~ <br />N <br />a = LL u; <br />LL <br />J LL a <br />LU <br />0 0Z a <br />C, Z5 <br />0 <br />W N fD o <br />0) <br />ILW T m <br />Z o c� z d <br />Z N OU U <br />W ❑❑ <br />C <br />z <br />z� <br />z <br />a � <br />zC1 <br />NLU <br />� N <br />•U <br />W <br />V) c m <br />Ln <br />LIJ <br />U � <br />0 <br />o <br />i� <br />M <br />0 <br />EoLL <br />O <br />ao <br />u <br />Q�J <br />w� <br />U <br />Z <br />E <br />ra <br />G10 <br />*o <br />U Z <br />N <br />ru <br />aZ <br />�& <br />Z <br />ro <br />N <br />J <br />$Yj <br />N j <br />IZ <br />� <br />3wo <br />✓�i <br />02 <br />U <br />L <br />sF <br /><Id <br />o 3 <br />0 <br />2CD <br />>(0 <br />'^ <br />L + <br />LO <br />tm <br />m <br />Q <br />M <br />CL <br />co <br />Y <br />T <br />CV <br />m <br />in <br />Lid <br />-W <br />c,4 <br />O) <br />�I <br />-0 <br />N <br />O <br />L0 <br />M <br />Q L <br />r <br />= <br />o <br />Z <br />Z <br />N <br />E T <br />av <br />_j a o <br />j <br />JOB <br />NO: 22-06470 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />