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c <br />x <br />rn <br />0 <br />00 <br />r0 <br />00 <br />Q <br />L0 <br />r\ <br />N <br />-0 <br />00 <br />0 <br />Q <br />0 <br />J <br />N <br />a2 <br />FLAT <br />STRAP <br />P Iryal vri ivy Ivu IY/11LV <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE. " = 1'4" <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 />2q3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />o BOTTOM, GLUED AND <br />= I NAILED TO STRINGER <br />00 <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 />\0, <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 />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br /><i- <br />2x8 <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL, <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />" k <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 a" <br />AND J" 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 />` 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 />CTI ON VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />VS <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ a'XTAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS \1x4 GLUED AND <br />OF STAIR 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 />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />2x SYP CUT TO FIT <br />MUST NOT TOUCH <br />STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />— 2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />(14) 10d x 1 1/2" NAILS) <br />/ <br />/ <br />CTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />TPE�4�1 I 2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <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" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />SCALE: 1" = V-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />/-TOP OF <br />STRINGER <br />CONN.TO <br />OF NEWEL <br />PER CONT' <br />1 POST LET INTO <br />(LOCK <br />IDE <br />KING <br />I <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />FLOOR GIRDER <br />2X4 CUT ON <br />C 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 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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <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" NAI LS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Ul' <br />Z M <br />_ o <br />z <br />z <br />Q <br />a <br />Q) <br />is p <br />.O w <br />o <br />�V) <br />U <br />o0 <br />m N <br />W <br />�— 8 <br />RIM <br />N cM <br />m `UM <br />0.o <br />_ Qj <br />.= <br />O 0 <br />ILL CO <br />U <br />� � <br />t <br />0 mti <br />o <br />aC 8, <br />05 o <br />rn �v <br />o <br />rn ¢All <br />BID. <br />N N <br />o <br />W sCa C <br />Z z <br />(7 N prcp� Z <br />y � a <br />uUj i <br />Z -A <br />a <br />to0z_ 6 <br />LL Z Q (" <br />LN C14 Q <br />O v U O <br />WWW.F ❑ ❑ <br />�Coll <br />`•.• ,• <br />J"OFE SS �O�A <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 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />O <br />-LU <br />o <br />za <br />Ea <br />Lu < <br />zoo <br />Z Lu <br />�0W? <br />-I <br />Uj 0 m <br />8 W N <br />L <br />O LU <br />z <br />> <br />C/) <br />J <br />xZ <br />g <br />Q <br />D <br />O <br />J� <br />U <br />� <br />z <br />_ <br />o0z <br />�P <br />�4 <br />0-4 <br />Q <br />IV) <br />I= <br />uoa <br />ce <br />r-2 <br />N <br />L`' <br />�W� <br />Z <br />Z <br />.-� <br />LL �0 <br />U 0 <br />W <br />Lf) <br />LLj <br />awe <br />Z <br />J <br />r-� <br />LLj <br />7 <br />Q <br />r U <br />g~o <br />Ln <br />Q <br />Z <br />� <br />< 0 <br />�zoO <br />M <br />W <br />06 <br />Z <br />:5 <br />= <br />N <br />J <br />a <br />rn <br />T-1 <br />d <br />(n <br />0 <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ol <br />SHEET NO. <br />ST <br />5 1n11 Ail <br />