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I I I <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 />FOR RISE AND RUN INFORMATION. <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" / <br />AND i" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER / <br />2x4 BEHIND RISER ILL <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 />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />—2x6 SYP — PROVIDE MOISTURE <br />PROTECTION <br />EA�ACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/J" XAND NAIOED TODOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4NAILED <br />GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. / <br />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />TOP OF <br />STRINGER <br />STRINGERS G­4� <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (1OMTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (114)4) 10d N d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />SCALE: ill= 1'-0" VVMLL / <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON lo <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />H 2x4 SYP BLOCKING <br />x8 SYP GLUED <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED-- i <br />NAILED—\ <br />DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 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: 7' = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS —/ FOR DRYWALL SPACING <br />B <br />H <br />E SECTION VIEW <br />_ SCALE: 3" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STRINGER <br />(2) LAYER J" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1 j"X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: i" = 1'-0" <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />L POST LET <br />iLOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAt <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2 <br />2X B OCKING X STRING R <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR 2X BLOC ING <br />3 <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />,\ <br />? - <br />r ;v7 <br />J'J ,� <br />U <br />Z g <br />z <br />z <br />Q <br />U, zCZ�Cnn' <br />U <br />�WJ LU <br />. O LU <br />�L/711 ~ <br />m N <br />Lll ' E <br />— 8 <br />c M M <br />m100c�i <br />S Q? <br />O 0 N <br />wLL00 <br />U <br />< <br />ns <br />o <br />Q rn <br />�fl.o <br />U') $ v <br />BID. <br />N <br />)l <br />(� 2!g <br />z � <br />- LUz c <br />� LL <br />LU <br />LU <br />Nva¢c�MnZ <br />4:� ad <br />0 m <br />0 1- Cc <br />LL NM°Z a NW r Q <br />OaG <br />O of U O <br />WVW4*. b55 tG GOM L❑ ❑ <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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />€0 <br />3� <br />z <br />< <br />Lua. <br />x <br />Uz80 <br />z w a <br />w <br />a�0eo <br />O�°Co <br />m <br />L <br />zz <br />ZO <br />U <br />U)1 <br />J <br />z <br />NLLJ <br />O <br />Lu <br />J l!J <br />U <br />Z <br />000 <br />' O <br />y <br />(M <br />Boa <br />N�a <br />zaZa <br />CC <br />Q <br />gP o <br />O1ow <br />Ce <br />Z <br />LU <br />rl <br />t R <br />atm <br />z 0 <br />ri <br />W <br />Q <br />Z <br />o"a <br />twQro <br />Wz <br />� <br />Z <br />Ozo <br />O <br />0 <br />Ln <br />ck <br />� <br />2 <br />h <br />a <br />,-i <br />a <br />LO <br />s <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />ST <br />