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I��_ O= <br />J <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 314 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH—, <br />INTO STRINGER <br />H D <br />-2x8 BLOCKING FOR STRAP <br />LA x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: " = 1'-0" <br />E: <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 />CnD DIQC AAIn DI IAI lKll=nD11AA-rinKl <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />�I <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />I'jL2x8 <br />SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL - <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />II F 2x8 <br />2x8 <br />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" <br />~� ANDJ" 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 />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <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 />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />:D <br />6'. <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <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 />(14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL � I I I , AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E" <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 />BULLNOSE 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 -AT <br />STRINGER CONTACT <br />POINTS <br />V <br />SCALE: 1" = 1'-0" <br />L`f-2x8 SYP DRYWALL STOP MUST <br />q// NOTTOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = V-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />�1� <br />2X4 CUT ON <br />BEVEL GLUED AND NAILED TO <br />LVL <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />IR TO CONC. W/J" X <br />CONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />\ NAILED TO STRINGER <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />TOP OF <br />-/,-- STRINGER <br />\ CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />F� <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 16" 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" = 1'-0" SCALE: 1" = V-0" <br />SECTION VIEW <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 />NALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B CKING <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'- <br />M <br />Z <br />Z <br />Q <br />a <br />V) C) <br />Cz <br />4--J w <br />r <br />•V <br />w <br />0 <br />�V) <br />U Uj <br />m N <br />BID <br />N N <br />yy <br />if-LL� <br />a <br />4UA <br />ED <br />� N � S�iS m $ <br />W A °a <br />LL Q <br />o v U O <br />WAV FDs ❑ ❑ <br />ill <br />` • ;,J� A <br />ZZ <br />c., <br />'•i <br />t? <br />{` L 0 <br />' OFESSIpxN <br />t f I t i Et`��`�4`\ <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 />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beaMg <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />If <br />a: <br />ii <br />L <br />�a�OO <br />J <br />$Z <br />M <br />w <br />O sk <br />_ <br />Ln <br />N <br />iLL <br />a <br />Z <br />N <br />-i <br />J <br />V <br />Ln <br />rl <br />I.LJ <br />Q <br />Z <br />Z <br />fi <br />8 <br />OMO <br />fV <br />O <br />06 <br />ZUj <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION N0. 5ol <br />SHEET NO. <br />ST <br />