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to <br />0 <br />N <br />t <br />m <br />0 <br />v <br />v <br />(!1 <br />rn <br />O <br />J <br />LO <br />N <br />rn <br />SCALE: ' = 1'-6" <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 />an <br />NAILED MATCH NOSING ON — <br />OTHER TREADS / <br />E <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />4) <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />112" NAILS) <br />` <br />NAILED TO STRINGER <br />\ <br />v <br />J <br />u <br />2x12 TREAD <br />�= <br />GLUED AND <br />c <br />U <br />NAILED <br />o <br />0 <br />� <br />UI <br />2x� <br />I <br />DRAFTS <br />P <br />`o <br />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />NOT TOUCH STRINGERS <br />/ <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />a, <br />POINTS \ <br />x4 GLUED AND NAILED TO STRINGER <br />E <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: I. = 1'-0' <br />VV/9LL <br />r--ALIGN THIS STUD WITH <br />IS <br />3YP CUT TO FIT <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />2x6 SYP / 1 <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 />"I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND I" 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 />2x12 SYP [SIDE) <br />2x4 GLUED AND NAILED (EACH <br />SYRINGE I SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />` NOT TOUCH STRINGERS I <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/T" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />I <br />C � <br />tCOMPONENTS <br />VIDE MOISTURE ' <br />\ TECTION <br />LZATTACH / <br />J" X <br />2" O.C. <br />1x4 / <br />NAILED TO STRINGER <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER \� <br />2x4 DRAFT r <br />/ STOP � [ <br />2x8 SYP DRYWALL STOP ' <br />MUST NOT TOUCH <br />STRINGERS G <br />I <br />E 2x4 BLOCKING FOR 2xl2 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 />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />iT BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />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 />I/ <br />t <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />�7 <br />19 <br />SCALE: 1" = 1'-0" <br />H /11 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />L`f- x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4"GLUED AND NAILED TO STRINGER <br />,KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />-3/4 PLYW( <br />ON DECK <br />2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 I <br />\ DRYWALL STOP / <br />NOT SHOWN <br />STRINGER \G <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INT <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />� PROVIDE <br />\ j BLOCKING <br />I <br />2X8 BLOCKING <br />FOR NEWEL PO <br />/ TO ANCHOR TO. <br />(2) LAYEREDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NA <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 t"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4' = 1'-0" <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />\ITO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />H <br />II <br />2X BILOCKING <br />2X STRINGER <br />PSON MTSJ2 w/ <br />10d x 1 1/2" AI LS <br />2,[`1DD OR <br />3RISN <br />2X BLOCKING <br />/ <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />a <br />0-0 <br />Z � <br />— o <br />Zco <br />Z <br />J <br />f � Z <br />V) (D <br />Q) C <br />w <br />O LUTOC-(Dv)= <br />o <br />I— <br />(a U <br />CD <br />o <br />m N <br />w <br />�8 <br />cm M CM <br />-0 <br />MI <br />N <br />2 , <br />O o co <br />"00 <br />() <br />o <br />0 Co <br />¢ rn <br />no <br />0 <br />CL <br />rnQ d <br />B D <br />®H:'D' <br />N 10 <br />..ww pp v� N <br />O .w00 <br />v YI E; cc-, <br />Z W m N H z Z <br />ui N C <br />LU <br />10ZLU V ¢�� <br />40 <br />�D o <br />� ¢ Q <br />LLE <br />ZOW <br />•.1 <br />Ln <br />fib, <br />.'�..+ \l • ` <br />00 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />Lu <br />za <br />Ea <br />w¢�Y <br />O w z <br />g J <br />a � <br />'<` <br />F W <br />zz <br />Q <br />ro <br />�z <br />w <br />z <br />"aa <br />fu <br />11*� <br />o <br />4 <br />N <br />r <br />57 <br />UU <br />a <br />U <br />N <br />M <br />��— <br />Cf) <br />8Ro <br />rliY� <br />o <br />J <br />�08 <br />rO- <br />CCja <br />Z<Z< <br />t?�W� <br />Z00 <br />Z <br />N <br />oo-,a <br />�81'0,�j <br />W <br />J <br />Ln <br />T <br />LJ.1 <br />¢ <br />x <br />Z <br />Mze <br />V) F <br /><' <br />ul 'az <br />Ln <br />NZ <br />RZ <br />� <br />Z <br />= <br />J <br />a <br />�0 <br />,--I <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 42 <br />SHEET NO. <br />ST <br />