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J <br />00 <br />N <br />i <br />0 <br />a <br />E <br />cn <br />E <br />0 <br />s <br />00 <br />N <br />w <br />mod" <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 3/4 x 11_ <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />---2x8 BLOCKING FOR STRAP <br />L-1x4 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: 2" = 1'-0" <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 />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 GLU <br />STRINGER CONTACT <br />POINTS <br />A <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />I 17L2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: ' = 1'-0" <br />FLOOR <br />JOIST <br />N <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />_H <br />1 2x8 <br />F <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-2x12 SYP <br />BEARS IN WALL <br />---2x6 SYP <br />2x12 SYP <br />SCAB <br />2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER <br />SIDE) <br />TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN" <br />AND 4" 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 />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />rn, <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />tAN <br />DE MOISTURE <br />CTION <br />LZAATS <br />X O.C.ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW Till <br />SCALE: 1" = V-0" <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />R <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />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 BEVEL I I I I AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN J <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 />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />ER <br />IED <br />►LED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />11 <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />H 2x4 SYP BLOCKING <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND\ <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 />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />_ SCALE:' = 1'-0" <br />-3/4 PLYWOOC <br />ON DECK <br />—2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C-, <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />�— STRINGER <br />CONN. TO BOTTOM NEWEL POST LET INTO <br />OF NEWEL POST THE BLOCK <br />=�N PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />M El 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR <br />LVL NAILED TO JOIST. TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = 1' 0" <br />SE <br />CTION VIEW <br />SCALE: 4" = 1'-0" <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 />NTO RIM BAND, <br />dD NAILED TO <br />WALL 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 />M <br />0 <br />zC14 <br />z <br />Q <br />'V I z <br />0 <br />c/) 0 <br />� 0 <br />•0 <br />w <br />m <br />� <br />(n <br />NZ <br />U) o 0 <br />m <br />w E <br />`- <br />0)M co <br />N MO M <br />U <br />_ ai <br />Q o <br />U <br />�"co <br />Q CM <br />ne <br />U.) 0 <br />rn ¢ o <br />B D® <br />N' <br />T/" <br />I I r <br />/r <br />_nJ <br />N N <br />� O N <br />Z U)U 121 6 :2 � z <br />L_ M " <br />..�., F a <br />i � LLo'er uj w <br />LN y `r N ' w <br />51 i .CL 9 0. <br />ca °' $ °x <br />�V)cuotI�, <br />Et a <br />Z <br />WL W Q N¢ Q <br />v U O <br />•dam � <br />-J • ,pt. <br />—� <br />. <br />�. <br />O C`) :. <br />M <br />�� <br />F L�w <br />3. <br />?OFESSIO i, <br />tlititi�i <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 />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />O <br />w <br />Cd <br />U< <br />�400 <br />zawzU,� z <br />� <br />VUz <br />aw0m <br />u- <br />UU N <br />Ln <br />L <br />'^ <br />VJ <br />zz <br />� U <br />�z <br />D <br />Q <br />F- <br />N <br />LU <br />0 <br />U <br />= <br />`� <br />CS <br />z_ <br />� w <br />g g <br />�9o0 <br />P <br />5 <br />� <br />U0o <br />* <br />N <br />�— <br />z W a <br />Q <br />a¢z� <br />Z <br />o�� <br />W o °C <br />Jr-1 <br />LL.I <br />Q z <br />W <br />2: <br />Q <br />Q <br />Z <br />v, <br />¢< <br />LW <br />IQ°z <br />cD <br />M <br />Z <br />aoo <br />m <br />Z <br />= <br />J(71 <br />00 <br />g <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION N0. <br />5ol <br />SHEET NO. <br />ST <br />I I —F -__T_1_T- il 11,1,_ ,ui'io 1 —1-117:R117 <br />