Laserfiche WebLink
/�1 <br />STRINGER MUST MA <br />CONTACT WITH LAN <br />2x4 CUT G- --1 <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 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 STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Bx4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ( SIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />ZATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 7' X <br />FOR STRAP <br />PT NOTCHED INTO STRINGER 2 4" 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 />SECTION VIEW "A" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "B" <br />SCALE: 1 = 1 -0 <br />:R <br />SECTION VIEW "C" <br />SCALE: 1 = 1 -0 <br />TOP OF <br />TREAD <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />2x4 DRAFT <br />OF NEWEL POST <br />THE BLOCK <br />2x4 UNDER STRINGER GLUED AND <br />STOP <br />PER CONTRACTOR <br />NAILED TO LANDING BLOCKING x8 SYP <br />PROVIDE <br />p <br />2x8 SYP DRYWALL STOP <br />BLOCKING <br />2x SYP CUT TO FIT <br />MUST NOT TOUCH <br />STRINGERS <br />D <br />BEARS IN WALL <br />2x4 SYP <br />- <br />2x8 SYP <br />2x8 BLOCKING FOR STRAP <br />2x12 SYP BEAR BLOCKING <br />OR <br />IN WALL STRAP <br />2x4 BLOCKING FOR 2x12 <br />2X8 BLOCKING <br />(US <br />2x4 PT UNDER 2x12 <br />FOR NEWEL POST <br />MTW12) <br />ANCHORLUED <br />1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD (USP E <br />MTW12) - <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED TO <br />LVL <br />FLOOR GIRDER <br />OR 1 � x 16" VL <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 />G AND NAILED) <br />(G <br />( <br />FLOOR <br />TRUSSES <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />PLAN VIEW <br />SCALE: 2' = 1'-0" <br />DOES NOT BEAR IN <br />WALL <br />NEWEL POST <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 />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS\ <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />314 PLYWOOD <br />ON DECK <br />H <br />AND z" GAP TOP AND <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 2x4 s <br />AND NAILED TO <br />NAILED TO STRINGER blockinin g for <br />FRAMING <br />strap (U <br />2x4 DRAFT 2x12 <br />MT <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED —� <br />NAILED <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT <br />POINTS x4 GLUED AND NAILED TO STRINGER POINTS <br />E FOR DRYWALL SPACING B <br />W <br />H SECTION VIEW <br />SCALE: 2' = 1'-0" <br />0 <br />BLOCKI FOR <br />STRAP SP If <br />MTW12) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />SECTION VIEW "Ell <br />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />3/4 PLYW <br />ON DECK <br />—2x8 SYF <br />AND Ni <br />FRAMIN <br />2x4 DRAF' <br />STOP <br />2x4 BLOCH <br />A <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />0 1 /-XIr% ll.►UINO I KUU I IUIN UC I /AILO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />L JOINT <br />-L TO <br />GISTS) <br />D NAILED AND <br />0 TOP PLATE <br />INTO RIM BAND, <br />iND NAILED TO <br />3 WALL BELOW <br />L JOINT <br />LL TO <br />IOISTS) <br />u <br />2X <br />USP (1 <br />►ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />O <br />0� <br />zM <br />0 <br />z� <br />d <br />J <br />r2 <br />t� z <br />Ln, (DQ) <br />C <br />w <br />0 <br />'U — <br />w <br />O r", <br />F- <br />y <br />(%) <br />o 0 <br />U <br />W <br />N M <br />C M M <br />_g <br />IN <br />t`:2- <br />o00 <br />= N <br />W <br />L LL Go <br />05o.o <br />iv Y <br />d rn <br />t0 O e} <br />a�Q o <br />A1 <br />NCBDC <br />�y <br />�j' <br />LU <br />a! LJJ <br />C LL,� :,.. y <br />I <br />Z.0 <br />CL <br />0 <br />LLZJ0j2 4._0 'Ljj <br />o� <br />�y <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th 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 />1 <br />O <br />Z NO <br />O a� <br />O <br />� (� M <br />M <br />Q�'Mtt) <br />a �' ULn <br />- <br />oCUCL00 <br />a �� <br />Z� �0 <br />W <br />J � <br />�- <br />0 z <br />W 1. 0 <br />Uj Z,Z2x <br />U0 zQ0U <br />z za iL <br />x Ufa <br />=�Zw�Z <br />C7 <br />W J <br />8 0 a <br />�••� <br />LU N <br />~aOzOo <br />J <br />O <br />Ln <br />N <br />Ll') <br />QLLJQ O <br />�\ <br />'O'C ZO <br />O <br />Q <br />0 uoZ-12 <br />ti m <br />Z <br />Q. <br />w <br />W <br />Q�ozdo0 <br />~Fa— wQ6 <br />0U-zQ <br />QQFaa-QQ <br />z <br />ri <br />�W�w <br />CL <br />M <br />Q~� <br />LL <br />z <br />.. <br />> <br />O <br />g <br />za <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />ST <br />