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f <br />CD <br />04 <br />CV <br />O) <br />N <br />I <br />x <br />z <br />m <br />L0 <br />r- <br />N <br />N <br />v <br />0 <br />0 <br />J <br />N <br />rn <br />GV <br />ao <br />J <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 />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC"'-, _-H - - I <br />INTO STRINGER <br />H 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 />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 />E <br />3/4" RISER CUT TO FIT <br />1.0 <br />MAINTAIN BETWEEN 1/4" <br />COO <br />AND 1/2" GAP TOP AND <br />i <br />BOTTOM, GLUED AND <br />` <br />NAILED TO STRINGER <br />v <br />33 <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS <br />E <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 1 <br />1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />I, X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FU <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 <br />WALL <br />SECTIO <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 7-7 <br />NAILED TO STRINGER i <br />2x4 BEHIND RISER:I <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 \ (14) 10d x 1 1/2" NAILS) <br />CTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6", <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 />ACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />TAPCONS @MAX. 32" O.C. / <br />ATTACH ALL COMPONENTS \LA <br />1x4 GLUEDAND <br />OF STAIR TO CONC, W/" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />/ AT STRINGER CONTACT POINTS \ � <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED" <br />PLYWOOD <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 />BULLNOSE <br />DETAIL <br />SCALE: 1" = V-0" <br />SECTION D-D <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 -AT <br />STRINGER CONTACT <br />POINTS <br />.1 <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOC <br />ON DECK <br />CKING <br />=F <br />1 <br />x8 SYP GLI <br />A <br />AND NAILE[ <br />TS12w/ <br />Ir <br />FRAMING <br />//2NAILS) <br />Y I <br />III <br />STOPRAFT <br />17L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />2X4 BLOCKING <br />C—, <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOTSHOWN <br />--2x4 BLOCKING FOR 2x12 <br />4- 2x4 PT UNDER 2x12 <br />TOP OF <br />0 �- STRINGER <br />CONN. TO BOTT <br />OF NEWEL =�N O SI <br />PER CONTRACT <br />a <br />Cl) <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />L 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 />FLOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <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) <br />H <br />7�_ <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />z M <br />— O <br />z <br />Q <br />U) o_ <br />z <br />C1 <br />l�/)� CD <br />'U — <br />O <br />ZD <br />E <br />C/) <br />o 0 <br />U <br />�� M <br />W <br />Eoo <br />C Co lM <br />I° C m <br />O 0 <br />U <br />_ <br />U` aoo <br />o <br />O Cc <br />Lv -0 <br />rn <br />p VC> <br />rn <br />Q o <br />-Q <br />1 <br />I <br />00 <br />$ m.4 <br />o <br />Z r'M p, C <br />44- 1•y . - - .Q.. <br />W <br />; <br />-¢n <br />10 <br />��o <br />m <br />WL; m <br />W�Q`'. <br />To the best of the:Enginedr's•krydW dge� kadr on, and <br />belief, the's6ucturdl /fans 49d.,speciRcatSans FCI. ined <br />within these dr4gqings complµlvi '•tiie 20�.A rida <br />Building Code - R'esfd;qt al 6th EditiQSR •.W i ear's <br />signature and seal is ordy lot theistrr! " ral engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z NO <br />O a) N <br />��o <br />P (n M p <br />M <br />a�ro`" <br />a cn <br />Q@�� <br />a ^ <br />IY U Q <br />Z��� <br />('3 <br />w O F- <br />W <br />�� <br />d- <br />K p <br />uj <br />za <br />zn�a <br />w¢ � <br />o0Wo <br />�bz� <br />z <br />w <br />a O n <br />awl <br />o�u.S <br />UO <br />L <br />oZ <br />zz <br />Ln <br />J <br />yo <br />43" <br />u, <br />w <br />o <br />N <br />a <br />z <br />0 <br />Q <br />V <br />0 <br />J <br />J <br />9 f <br />cZ <br />o� <br />p<c1o¢ <br />0 <br />ICD <br />J © <br />G <br />< <br />Into <br />w 0 o U <br />N11 <br />(� <br />LL_ <br />zza <br />g�o <br />Z <br />Z <br />J <br />rl <br />ul <br />6j <br />< <br />a Q <br />LU <br />o <br />N <br />Q <br />z <br />az <br />`�Z <br />Z <br />°° <br />NZ <br />g <br />w <br />Z <br />z <br />Roo <br />Ouj <br />= <br />T__1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5al <br />SHEET NO. <br />ST <br />