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SCALE: " = 1'-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 />.61. <br />V VFiLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING/ STRAP <br />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 />SYP CUT TO FIT <br />4RS IN WALL <br />2xl2 SYP R <br />BEARS IN WALL 4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />--2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/I" X <br />AND T NOT HE FOOR WTIH GLUE FOR STRAP TAPCONS @ MAXI 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />/ 2 a' TAPCONS @ MAX. 32" O.C. / <br />�I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G+, <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUGH <br />GAy _ <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <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 GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />CTION VIEW "D". <br />SCALE: 1" = 1'-0" <br />Z--" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />,F�EE4 2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />A <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED i <br />NAILED <br />2x4 iPT NOTCHED INTO L/-2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <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 />J <br />;4(l <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />4) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />17L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />--,/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: �' = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />-2x8 SYP GLi <br />AND NAILEE <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C—� <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />STRINGER <br />OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />NAILED TO SUPPORT OR 14"X16" LVL <br />SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />/ h""� SECTION VIEW <br />SCALE: k = 1'4" <br />CONN.TO <br />OF NEWEL <br />PER CONT <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />:L POST LET I <br />!LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 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 />O <br />Ut �' <br />Z M <br />_ o <br />zto <br />Z <br />Q <br />z <br />c) (9 <br />Q) C <br />(Dru <br />wo <br />• O w <br />C2,- <br />� <br />o <br />o <br />�� <br />o p. <br />m N <br />�— S <br />E ago <br />a <br />TZcco <br />= d <br />O o N <br />/ 1 N <br />� o <br />L 1 OD <br />05 <br />rn < o <br />JA I B ®® <br />N�C� <br />• <br />�- <br />N �O <br />N <br />U) g Q � oN0 <br />a' <br />Z W h N Q Z z <br />cc <br />W <br />W V �._� s a <br />ate... <br />v 9S <br />Z 0 -i9 ors C.)vi'mor- <br />Z N E °J d <br />WLLt'@ <br />wW S s. fit' • ° L <br />0���� <br />C. <br />et <br />�"�[�/d+f kYf 'te€ttf 1614�j'`iL�� <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 2017 Florida Building Code - <br />Residential eth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />�o <br />z <br />of <br />fF <br />� <br />o <br />z 0 - <br />�ozz <br />rpm <br />O N <br />r� <br />'<` <br />co !i Q <br />W <br />v) <br />_j <br />zz <br />f z <br />5 <br />~ <br />z <br />"v <br /><t <br />F— <br />LLJ <br />z <br />Q <br />�W <br />o <br />M <br />M <br />0 <br />Z <br />oo0 <br />o <br />M <br />a� <br />J <br />Q <br />g <br />$7 m a <br />N <br />5aa� <br />LL <br />00 <br />Foo <br />z <br />z <br />� <br />N <br />oo�o <br />LU <br />WF2!j <br />W <br />J <br />Ln <br />..i <br />LLl <br />Q <br />z <br /><, � �. 5 <br />cn F k o <br />g~o <br />z <br />tM <br />N <br />z <br />o� <br />0 <br />ck <br />g <br />=Uj <br />n <br />r-i <br />a. <br />to <br />0 <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: )BERCHAL <br />VERSION N0. � ■ <br />SHEET NO. <br />ST <br />