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i <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 />13/4x11 <br />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 NOTC <br />INTO STRINGER <br />D <br />—2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: 7- = To;, <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 />JOIST <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />1 D WALL GLUED TO <br />1 F 2x8 <br />SYP <br />2x8 SYP <br />11 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />—2x12 SYP <br />BEARS IN WALL <br />►�!1:1E�7;� <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 />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 />J� <br />SECTION VIEW "A SECTION VIEW "B11 <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'4' <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />61, <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C„♦ <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTTACH ALL COMPONENTS <br />STAIR TOCONC. W/J" XAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4" TAPCONS @MAX. 32" O.C. / <br />G-1 --- SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />jjj <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP rT� <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON) 5 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />—� 2x6 SYP <br />SIMPSON A35 OR 2x4 SYP BLOCKING <br />LSC EACH FOR STRAP <br />STRINGER / 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />2x4 CUT ON BEVELAT STRINGER CONTACT POINTS <br />/ \ <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 />NGER <br />'LUED <br />NAILED <br />U <br />SECTION D-D <br />2X4 SPF NOSING GLUED AND <br />SCALE: 1" = V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 114" <br />FOR STRAP (SIMPSON <br />H <br />2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />8 SYP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />NAILED STRINGER <br />FRAMING <br />(14) 10d x 1 112" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILE <br />2x <br />2x <br />DRAFTS P <br />DRAFT ST F <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />11X4 <br />STRINGER CONTACT <br />1x GLUED AND NAILED TO STRINGER <br />POINTS <br />GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />—�/� FOR DRYWALL SPACING <br />FOR DRYWALL SPACING <br />H <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C--, <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER" EDGE GOLD <br />OSB OIL PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0 <br />CONN. TO BOTT <br />OF NEWEL POS <br />PER CONTRACT <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 />SCALE: 1" = V-0" <br />F SECTION VIEW <br />_ SCALE: 2' = 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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />L POST LET <br />LOCK <br />IDE <br />'(I NG <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 STRINGR <br />2X B <br />CKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />�f <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />01 <br />U <br />!9 <br />(D <br />o <br />galz <br />'Q <br />to o <br />LQ <br />� w <br />(Z M <br />°O LU <br />r <br />�(.n <br />C) <br />o <br />m <br />I+— S <br />WIS <br />N M <br />M <br />m C3 M <br />Ili <br />O _8 0 <br />" <br />U <br />o°Do <br />� <br />< OM <br />�n v <br />M< o <br />AI <br />D. <br />NC -SDC <br />r <br />N IN <br />O M 6? 00 <br />�/� Q E;N O O <br />Z W <br />L <br />I _��� <br />LU a � N w <br />ED <br />LU <br />110112 a ra' � � <br />, <br />C - O <br />a to ii <br />LL W 9E�f ��Q <br />' <br />m IDS QdC-0V­❑ <br />AL <br />�r <br />Ij <br />wy i� <br />< <br />0. <br />L) <br />0�,4 <br />tr, <br />NN <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />vi <br />Wo <br />a� <br />U ¢ o <br />E60 <br />z O Z <br />� <br />0 Lu <br />aw0r° <br />O�,o <br />W <br />U W N <br />L' <br />(^ <br />z <br />O <br />z <br />`� <br />�/ / <br />W <br />v , <br />[] <br />z <br />J W <br />U <br />_ <br />00 <br />z <br />9 <br />ooz <br />a'F,� <br />J <br />Q <br />LU Uo�a° <br />L <br />N. <br />z zap <br />Q <br />d' <br />O <br />zap <br />W <br />J <br />Ln <br />ri <br />LLI <br />Z <br />>;W� <br />u <br />S~ <br />M <br />Q <br />Z <br />0z <br />azo <br />Z <br />j <br />0n <br />: <br />_ <br />a <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 7/29/2019 <br />TECH: SCASEY <br />VERSION NO. <br />10 <br />SHEET NO. <br />ST <br />