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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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 06 <br />314" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER Z <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TZ-ONED 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::! = 1'-0" <br />0 <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-2x12 SYP <br />BEARS IN WALL <br />, B <br />'--2x6 SYP <br />/ 2x4 PT NOTCHED INTO STRINGER <br />/ AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />Fr 2x8 <br />7 <br />SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />R S E <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE- <br />2x4 CUT ON BEVEL I I I I AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />—2x12 SYP <br />BEARS IN WALL <br />BU LLNOSE DETAIL <br />SCALE: 1" = V-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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />71 1-�\ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ L 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x 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 PLYWOOE <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN a" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER70 <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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/a' X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />1X4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP <br />—2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />--- 2x4 PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/4" XTAPCONS @ MAX. 32" O.C.NAILED <br />GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />MF-1 <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 j 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" = V-0" SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: 2' = V-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)I STS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL 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" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />C9 <br />'ism <br />cM <br />0 <br />o <br />z <br />z <br />a <br />a <br />U, z <br />to (D <br />cn <br />w <br />CC5 p <br />•O w <br />o <br />C6 U <br />or- <br />m N <br />Lu <br />F- <br />N M <br />tM <br />O M <br />U <br />= <br />N <br />O o N <br />U <br />Lti <br />L�00 <br />O CCF <br />Q m <br />u7 O C- <br />CL - <br />rnQ o <br />A I <br />B D. <br />N �.��...o a <br />-'Jl <br />N O <br />OU) <br />Z_ W Q) <br />1— <br />�: <br />Q W o W <br />W ,6 - .9 w <br />W °J�"� � a <br />¢ L <br />Z O g 8 <br />EU m w <br />Z <br />UMWN <br />W Q N A <br />' °ww 0 <br />v <br />C7 � tia� n <br />wf"1111t11!'��` <br />To the best of the Engineer's 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. 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 />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />O <br />wo <br />za <br />Uz00 <br />z0w�W <br />(D2z <br />Uzi <br />a 2':J <br />v00 <br />10Lu <br />I ^ <br />(J—J <br />J <br />zo <br />r <br />2:z <br />z <br />5 <br />z <br />'Q <br />< <br />N 3 <br />Q <br />z <br />o <br />/ <br />J W <br />U-) <br />rr) <br />zo <br />Q <br />V KgQ <br />LL- <br />za�a <br />g <br />z <br />N <br />oES-o <br />Z <br />Z <br />N <br />w <br />-,a2ti <br />Uj <br />4 <br />a�zo <br />d" <br />Q1 <br />Q <br />z <br />z <br />Paz <br />� <br />,—+ <br />Z <br />zo <br />o <br />o° <br />00 <br />g <br />= <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 3v0 <br />SHEET NO. <br />ST <br />