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3 <br />s <br />LL.i <br />I <br />N <br />i <br />Q <br />L0 <br />to <br />v <br />0 <br />J <br />C) <br />0 <br />2 <br />0 <br />I <br />N <br />i <br />M <br />N <br />LO <br />O <br />LID <br />0 <br />Ln <br />L <br />tz <br />Q <br />N <br />0 <br />v <br />a <br />0 <br />`o <br />i <br />a <br />E <br />0 <br />0 <br />0 <br />tL <br />M <br />O <br />N <br />LC <br />0 <br />a <br />3 <br />a <br />rh <br />LO <br />m <br />LO <br />v <br />0 <br />w <br />0 <br />z <br />W <br />m <br />Ye <br />v <br />cn <br />ALIGN THIS STUD WITH <br />�( FACE OF 2ND RISER <br />/ 1 ❑ I \ <br />3YP CUT TO FIT <br />FRS IN WALL <br />2x12 SYP B <br />BEARS IN WALL <br />—2x6 SYP / \ <br />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) 1 d x 1 1/2" <br />NAIL <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN' <br />4 <br />AND 2' 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 rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />f'77 <br />I <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />1 <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />/ RATTACH ALL COMPONENTS <br />\STAIR TO CONC. W/ 4' XTAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND / <br />OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / <br />2 4' TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />___[ <br />/ 61, <br />G.1\ <br />TOP OF <br />STRINGER <br />/ — 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH f <br />1 STRINGERS <br />G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />' 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />\ <br />SCALE: 2" = 1'-0" VVMLL \ /� <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 GLUI <br />NAILED MATCH NOS <br />OTHER I <br />6, <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />Lj'j2x <br />RAFT S P <br />2x4 PT NOTCHED INTOlug <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED L72x <br />NOTTOUCH STRINGERS <br />AT STRINGER CONTACT 4 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: J" = 1'-0" <br />SECTION VIEW "D11 <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'-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 />NAILED <br />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />,,FOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 12' = 1'-0" <br />NOTE: 2,8 I <br />DRYWALL STOP / <br />\ NOT SHOWN / <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />\ GIRDER, FIELD VERIFY OF NEWEL POS' <br />\ / PER CONTRACT <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"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 />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 />IL POST LET INTO <br />LOCK <br />IDE <br />41NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />ASECTION VIEW <br />SCALE: 2' = 1'-0" 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 />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS2 w/ <br />10d x 1 1/2" \NAILS <br />B�VDD OR 2X BLOC"ING <br />RIS* <br />VARIES <br />ECTI ON VIEW "F-i" <br />SCALE: 1" = 1'-0" <br />C" <br />C <br />c1 <br />�J > w <br />o <br />m x <br />sv <br />,N <br />W x <br />®,asd <br />a <br />v <br />tO CD aJ a <br />o u'o, <br />�.fO, <br />E <br />R' Ea <br />o @@ pptt <br />m 5 <br />ccli <br />'a <br />-p <br />�F•Pa. <br />1fi'p p � ive <br />3yap`y: <br />(�, Sw�i�' <br />3 p <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 Flodda Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W �E <br />O <br />g U <br />a <br />S, C N n <br />co ai m <br />m v w <br />J LL <br />LL LL w <br />J <br />_ Lou@ : a <br />m a <br />Y� o <br />7 N N O <br />W in�°��Y, ox w <br />OD J <br />Z <br />LL M Z Q <br />N O �` <br />U c <br />Z o <br />W ❑❑ <br />� N M <br />a o <br />N <br />O <br />E3 <br />M <br />Q) 0 o <br />4--r <br />fL3LU <br />O �., <br />V) � <br />VIM� CO <br />v L U la <br />a-- J E <br />I'....,. <br />4) O N <br />Y <br />�% N <br />N O <br />C <br />o <br />w <br />�> <br />Z <br />z <br />U; <br />L.L <br />R7 E <br />z o <br />o '04 <br />z o <br />LZ 0 <br />U <br />wz <br />z e <br />oa <br />F� m� <br />o E <br />� <br />DO <br />, <br />oz <br />az <br />� <br />W }t° <br />L <br />w g <br />00 <br />ro <br />Q <br />m <br />m <br /><W <br />4 a <br />co <br />>,. � <br />o <br />�� <br />¢� <br />az <br />�= <br />m <br />�_ <br />0 0 <br />=_ <br />> L <br />rn <br />m <br />r <br />c <br />T <br />co <br />U <br />ca <br />LO <br />O <br />O <br />LO <br />� M <br />04 <br />Ln <br />LO <br />'Q N <br />T <br />cc> LO <br />ai <br />E <br />.T.. T— <br />M <br />-E T � <br />o <br />Z <br />N <br />r 2 <br />A <br />ci a o <br />JOB <br />NO: 23-06106 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />-1-1-171 <br />