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THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />SCALE: " = T-0" <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 />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />Ii1 <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND '" 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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />B4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />L <br />ACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONIC. W/" X <br />FOR STRAP <br />PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER 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 />CTION VIEW "A" <br />SCALE: 1" = V-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2x6 SYP <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION V <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />E <br />2x4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />I E W "D" <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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />3/4 PLYWOOD <br />ON DECK <br />AND 2" GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 2x4 s <br />AND NAILED TO <br />NAILED TO STRINGER blocking for <br />strap (U <br />2x4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 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: 4' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />i� <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />)ER <br />SECTION VIEW "E" <br />E SECTION VIEW <br />_ SCALE: ? = 1'-0" <br />-3/4 PLY\A <br />ON DECK <br />--2x8 SYf <br />AND Ni <br />FRAMI I` <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = V-0" <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />x4 BLOCKING FOR 2x12 <br />K4 PT UNDER 2x12 <br />Yno nc <br />--. — uw— <br />AND NAILED TO <br />LVL <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT <br />)ER PROVIDE SOLID BLOCKING <br />VL 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 />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />0 1 f-XI rx k oUIV0 1 r%UU I IUIN Ur. I /'-%I L%-D <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />(WALLJOINT <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 />kRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />2X <br />USP (- <br />u <br />:L POST LET INTO <br />ILOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />O <br />Z M(0 <br />O <br />— O <br />Z <br />Z <br />Q <br />O <br />J <br />a <br />Z <br />Ln 0 <br />Q) C <br />4-J w <br />� p <br />•U — <br />O <br />o <br />o <br />l/) <br />o <br />m~ <br />U <br />U <br />w <br />E <br />—� <br />win <br />0M <br />C� ft M <br />N N <br />Ooo <br />U <br />L LL 00 <br />15 C6 <br />o <br />Ly Y <br />Q rn <br />U)0 O <br />Ln v <br />o`i<o <br />OD" <br />C <br />r`9^il1i'd <br />N <br />iA a 1C� <br />°�' `.�% <br />1—� _� E <br />�� rib <br />m.�ii• h <br />N40 <br />,LC) <br />OFE <br />S S�O� <br />To the best of the Engineer's I information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z N <br />0 n <br />> M O <br />M <br />Q � u Ln <br />Ln <br />Q LL <br />ce- U QCO <br />Z§� <br />J � <br />W <br />oZ <br />�o <br />Z. <br />z� <br />f¢ <br />Wa�ax <br />U OE <br />" -U <br />zwz< <br />zz <br />o�w <br />a <br />O��o <br />V � � pO <br />N <br />oZ <br />Zo <br />¢ U <br />J <br />cn <br />z Z <br />z <br />Ln <br />Q <br />w <br />o <br />O <br />L <br />�¢ <br />J <br />Xo� <br />N <br />LL <br />Z<o< <br />¢¢¢ <br />Q <br />ooq� <br />Z <br />LLI <br />'""I <br />L r) <br />�a�O� <br />f <br />Z, <br />J <br />ri <br />2:Q <br />V) z 3 <br />Wa8 <br />Ln <br /># <br />v- <br />Z <br />Z <br />� <br />j z <br />z <br />o <br />LnZ <br />I� <br />g <br />LJJ <br />V <br />J O <br />¢ G <br />w <br />� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M]AMES <br />VERSION N0. 10 <br />SHEET NO. <br />ST <br />