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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 -1,_N I <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: " = 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 />a I AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />0 <br />c <br />w <br />i <br />a 2x12 TREAD <br />GLUED AND <br />NAILED <br />i <br />2x4 PT NOTCHED INTO <br />0- <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />rn <br />POINTS <br />N <br />E <br />N <br />ly <br />m <br />D <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />ss <br />2X4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />12x8 SYP DRYWALL STOP MUST <br />L <br />NOT 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 />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FULL—� <br />CONTACT WITH LANDING / \ <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />UAW <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />'---2x6 SYP <br />B-� <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <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 />CTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6s <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <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 />77 <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />ROVIDE MOISTURE <br />PROTECTION <br />LA <br />ALL COMPONENTS <br />R TO CONC. W/ 4" X <br />CONS @MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />TOP OF <br />STRINGER <br />STRINGERS <br />R <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />�DIM 2x6 SYP <br />2x4 SYP BLOCKING <br />SIMPSON A35 OR <br />LSC EACH FOR STRAP <br />STRINGER ` 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN / <br />WALL <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 />BEARS IN WALL <br />BU LLNOSE DETAIL <br />SCALE: 1" = 1'-0' <br />GER <br />_UED <br />(AILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED H 2x4 SYP BLOCKING <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 />AND <br />NAILEDi <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 7 2x8 SYP DRYWALL STOP MUST <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: J" = 1'-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 />NOT SHOWN <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STRINGER <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1 j"X16" LVL <br />N SIMPSON TO <br />H3 ATTACHED W/ 12d NAILS <br />6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: A" = 1'-0" <br />PER CONTRACTOR <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 />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />BRING WALL BELOW <br />NEWEL POST LET INT <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />—2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />2X STRING R <br />2X B CKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />LML___11_ <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />IJ 'u <br />rp <br />0 tp <br />Z co <br />— o <br />z CO13 <br />z <br />d <br />aRA <br />U, z <br />w <br />(D <br />i--� <br />� o <br />2•O w <br />V) <br />�gg <br />(� U <br />O a <br />m <br />w <br />' ~ 8 <br />Ws�z <br />m c" <br />[2 .. M <br />N <br />U <br />Q 0 o <br />="00 <br />d . <br />co <br />Ad <br />1. Q� <br />ate, � d <br />BID. <br />iU1P <br />N N <br />�M$z <br />Z I— �' z <br />iil rn tL O �- w <br />LU <br />WV�M �a <br />CU < <br />Z <br />o� <br />� fA a <br />Z a <br />W., <br />zN <br />� R C F c a` •'1\ <br />olilo$10\���E, <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 />O <br />Z <br />wo <br />aE <br />f� <br />�z60 <br />�Qcc <br />gj <br />.8 <br />wom <br />� <br />H <br />L <br />/� <br />Z O <br />iz <br />VJ <br />W <br />�1 <br />Q <br />Q <br />Q <br />z <br />0 <br />�— <br />=1 W <br />U <br />= <br />`/ <br />C3 <br />Z <br />g �o <br />O <br />Y <br />Q 2 tj <br />U <br />v0oc <br />Ln <br />cc <br />0 J <br />*� <br />N <br />U_ <br />Q <br />Z <br />z <br />r-I <br />,�o�o <br />J <br />Ln <br />r-1 <br />Q <br />LLJ <br />Z <br />awe <br />R z <br />W¢Z <br />rl <br />ko <br />z <br />Hn <br />1 <br />m <br />Z <br />_17 <br />� <br />SCALE : AS NOTED <br />DATE : 4/12/2019 <br />TECH: JBERCHAL <br />VERSION N0. 5 . 1 <br />SHEET NO. <br />ST <br />