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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 />13/4x11 <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH—, <br />INTO STRINGER <br />H D <br />N-2x8 BLOCKING FOR STRAP <br />L1x4 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: " = V-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 />C <br />Q <br />3/4" RISER CUT TO FIT <br />i MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />El <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />v <br />a <br />ca 2x12 TREAD <br />�= GLUED AND <br />NAILED <br />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS <br />N <br />c <br />C <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 />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: ? = 1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />2x8 <br />F <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />�-2x6 SYP <br />B-� <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? GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER x <br />BLOCKING FOR <br />1x4 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 />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 />SECTION VIEW "A <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />ll <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6+e <br />-2(4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />IDE MOISTURE <br />ECTION <br />Zt <br />NTS <br />J" X <br />2" O.C. <br />ATTACH ALL COMPONENTS \LA <br />1x4 GLUEDAND <br />OFSTAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />E2x4 <br />BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <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 />2x4 CUT ON BEVEL I I I AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOSE <br />T-2xUT TO FIT <br />N WALL <br />x12 SYP <br />BEARS IN WALL <br />DETAIL <br />SCALE: 1" = V-0" <br />—STRINGER <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />— H <br />E SECTION VIEW <br />SCALE: J, = 1'-0" <br />SCALE: 1" = V-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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />F-1 <br />r <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0„ SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" =1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 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 />2X STRING R <br />2X B KING <br />OC <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />S <br />ZX BLOC NG <br />RIS <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0'.0 <br />z� <br />z� <br />z <br />Q <br />J <br />a <br />z <br />U) — <br />Cz <br />n'1�� 0 <br />W w <br />4--J <br />v in <br />� c <br />U <br />N <br />LIA <br />® <br />C Cl) <br />� �Np <br />_ <br />U <br />U_ i O <br />fYO <br />CO G <br />Ly <br />Q 1 <br />p <br />ur' g v <br />�a o <br />A <br />6 <br />1 <br />D. <br />N•C•B•D•CAV <br />T <br />/T <br />.4111 <br />\\\�`��� SgR0IQ <br />.w bS <br />,`'i <br />oia <br />a 9.4� <br />T�_w <br />U w <br />LL <br />To the best of the Engineer ledge, Inform ��yq44la d <br />belief, the structural plans and /">)IptWdhbdil�ed <br />within these drawings comply with t}ie Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 0 <br />(/) M CD <br />M <br />Q � 13 <br />a cn•�� <br />a ° U <br />ca <br />e <br />Q � <br />� <br />Z <br />WJ <br />C:) <br />d" <br />o! <br />za <br />f� <br />SU <br />$OW <br />z <br />�g$ <br />off® <br />T <br />i <br />CD <br />vJ <br />o <br />� z <br />z <br />q <br />Ln <br />Ln <br />w <br />0 <br />= <br />N <br />z <br />W <br />. <br />Q <br />o <br />^ <br />� <br />Q <br />ruj � <br />Z <br />^2 <br />.--1 <br />Ln <br />J <br />LU <br />CW <br />L <br />� <br />8ZU <br />L a <br />Z <br />t— <br />O0 <br />00 <br />2 <br />rn <br />.-+ <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5al <br />SHEET NO. <br />ST <br />