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LO <br />r-- <br />LO <br />C14 <br />LO <br />WO <br />Cn <br />CD <br />un <br />r- <br />LO <br />C'4 <br />LO <br />L0 <br />CD <br />L0 <br />LO <br />5- <br />LO <br />LO <br />C-1 <br />C14 <br />C) <br />E <br />1-2 <br />C, <br />4) <br />E <br />0 <br />CD <br />-j <br />CL <br />9 <br />(D <br />LZ <br />C) <br />15 <br />CL <br />15 <br />1=1 <br />V) <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-!" <br />AND -1" GAP TOP AND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />X.�lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />,�2X4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT 77 <br />A�RS IN WALL <br />—2x12 SYP x BLOCKING FOR 2x12 <br />BEARS IN WALL <br />x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE/ <br />PROTECTIONY <br />�S <br />LZ S <br />ATTACH ALL COMPONENTS <br />?x4 qYP R1 OCK'ING\l OF STAIR TO CONC. W/ !.'X <br />4 <br />P T Pt <br />CO M X 3 <br />32 <br />2, <br />,..0 <br />0 C <br />FOR STRAP C <br />2x4 PT NOTCHED INTO STRINGE (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" 0. C. <br />AND NAILED TO FLOOR WITH GLUE A <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" -ATTACH ALL COMPONENTS 1x4 GLUED AND <br />.41 NAILED TO STRINGER <br />NAILS) OF STAIR TO CONC. W/ " X <br />2 -41" TAPCONS @ MAX. 32" O.C. <br />(I EW "All <br />SECTION VIEW "B". <br />SCALE: 1" = V-0" SCALE: 1" = T-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />I 2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />G-1 SECTION VIEW VIC11 <br />SCALE: I"= V-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A135 <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) 1 Od x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />SCALE: -21" = 1'-0" VVIALL <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />\ 61, <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CTION VIEW "ID". <br />SCALE: 1 V-0" <br />z-----i3'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 />SECTION D-D <br />SCALE: 1 " = V-0'. <br />SECTION VIEW "Ell <br />SCALE: 1 " = V-0" <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 2"X16" LVL <br />4 <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: I"= V-0" <br />CONN. TO BOTT <br />OF NEWEL POS- <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 />BLOCKING <br />SCALE: 1 " = V-0" <br />(WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />�RING WALL BELOW <br />WALL JOINT <br />YWALL TO <br />IER JOISTS) <br />1 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 />—3/4 PLYWOOD <br />R--3/4 <br />PLYWOOD <br />SYP <br />2X B�OCKING <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <br />ON DECK <br />"I <br />ON DECK <br />---- <br />BEAM <br />SIMPSON MT <br />2 w/ <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />'�x8 <br />H 2x4 SYP BLOCKING <br />"11��xI3 <br />'11'.2x8 <br />BEARING <br />IN WALL <br />(14) 1 Od x 1 1/2" NAILS <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x I <br />SYP GLUED <br />FOR STRAP <br />SYP GLUED <br />DOR <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />(SIMPSONMTS12w/ <br />AND NAILED TO <br />SYP <br />�3 <br />2X BLOC ING <br />NAILED TO STRINGER <br />FRAMING <br />(14) 1 Od x 1 1/2" <br />FRAMING <br />GLUE[ <br />RIS R <br />2X4 DRAFT 2x12 <br />NAILS) <br />—2x4 DRAFT <br />NAILE1 <br />VARIES <br />STOP TREAD <br />STOP <br />TO <br />2xl 2 TREAD <br />GLUED <br />FRAMI1 <br />G <br />GLUED AND <br />NAILED <br />AND <br />NAILED--X <br />SECTION <br />VIEW <br />111-111 <br />2x4 BLOCKING, <br />f/A <br />I <br />SCALE: 1" = V-011 - <br />2x4 PT NOTCHED INTO c3ugj— 1 r-1--1 \ I <br />STRINGER AND TAPCONED \ fW SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU��� NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW, <br />SCALE: f", = V-0" <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />L 't2x8 SYP DRYWALL STOP MUST <br />Ix/NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE: 4" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW, <br />SCALE: I,-o,, <br />2 <br />STAIR CONSTRUCTION DETAILS <br />(IF I 1X17 REDUCE SCALE.5) SCALE: AS NOTED <br />L <br />cz <br />;--c <br />CU <br />tj <br />-:111: cc <br />CU <br />v/v <br />C"> <br />A <br />FLO <br />e S S1 Ot�, <br />V <br />N, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Flodda Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />0 <br />W <br />E <br />C) 0 <br />co, <br />0 00 Q) C-4 C-0 <br />00 — <br />J:1) tn <br />N C) L <br />Lu <br />103 CU LL LL LCUL <br />Z q 0,1 <br />W 02r-mo <br />01 ry <br />C/5 <br />z 00 Z� 0 oo <br />L0 Z <br />L Cl) <br />I L <br />M '3 (N d 6 <br />z <br />E3 El <br />Ln <br />L2 <br />LLJ <br />0 LU <br />V) <br />V) <br />co <br />L'i <br />E <br />8 <br />0 <br />Co <br />C", <br />0 <br />z <br />< <br />__j <br />LL- <br />C6 E <br />E 8 <br />20 <br />Z <br />< <br />CU <br />00 <br />CL <br />E <br />�0 <br />0, <br />4-- F,- <br />.0 <br />co <br />r <br />.0 <br />Z, <br />0 <br />W <br />W <br />zo <br />0 <br />C/D <br />C) <br />0< <br />z <br />T <br />cn <br />�z <br />< <br />0 <br />cl�- <br />di <br />01 <br />E <br />2 C:) <br />> r <br />L0 <br />0) <br />< <br />0 <br />co <br />C:) <br />LE <br />L0 <br />C 0 <br />C) <br />co <br />LO <br />0 <br />< <br />LL <br />0 -�e <br />0') <br />U 00 <br />C) <br />LO <br />r-_ <br />co 04 <br />0') <br />L0 <br />C) <br />C\I <br />LO <br />< (0 -- <br />LO <br />T— <br />a) <br />E <br />0 <br />z <br />M <br />z <br />=3 <br />E <br />E <br />0 i6 <br />U < 0 <br />a) <br />-j <br />JOB <br />NO: 23-06126 <br />SCALE : AS NOTED <br />SHEEF NO. <br />ST <br />ZZ <br />