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c14 <br />LO <br />(0 <br />9 <br />I <br />�2 <br />C14 <br />LO <br />CIO <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 />13/4x 11 <br />VL <br />2X4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2X4 UNDER STRINGER GLUED AN <br />NAI LED TO LAN DI NG BLOCKI NG <br />D <br />2X4 PT NOTC <br />kINTO STRIN'GERN_", D <br />H ')6, <br />-,--2x8 BLOCKING FOR STRAP <br />LL--lx4 blocking <br />SIMPSON MSTA21 W/ (16) 10d N/ LS <br />FLAT STRAP NAILED TO RISER �ININD <br />THEN WRAPPED AROUND STUD <br />I <br />PLAN VIEW <br />SCALE-T"=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 />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4' FOR STRAP (SIMPSON <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 />2xl 2 TREAD <br />GLUED AND <br />NAILED <br />2x <br />DRPFT ST�P <br />2X4 PT NOTCHED INTO x8 SY13 DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS X4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />SECTION VIEW <br />YAH <br />SCALE: 1'-0" <br />JOIST <br />SYP <br />2X8 SYP <br />2X8 <br />SYP <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />L <br />A <br />—ALIGN THIS STUD WITH <br />E OF 2ND RISER <br />r-------------- %, <br />L <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />_----2xl2 SYP L 00 <br />BEARS IN WALL B <br />'-2x6 SYP <br />OCKXING/ <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP 1 <br />(SIMPSON MTS1 2 W/ <br />AND NAILED TO FLOOR WITH GLUE (114) 1 Od x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />SECTION VIEW "A <br />ll <br />SECTION VIEW "Bit <br />SCALE: 1 V-0" <br />SCALE: 1 V-0" <br />TLIGN THIS STUD WITH FACE OF 2nd RISER <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />z <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER STRINGER <br />MAINTAIN BETWEEN <br />ANDJ"GAPTOPAND <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 />4­2X4 BLOCKING FOR 2X12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />F7//77///7/1 <br />R JDESTURE <br />OVI Mol <br />PROTECTION <br />TT <br />LZATTACH ALL tCOMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />T PCO .0 C <br />2 TAPCONS @ MAX. 32- O.C. <br />1.4 r <br />'I <br />—ATTACH ALL COMPONENTS 1x4GLUEDAND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ J" X <br />2 4"TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />���STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />I I / BEARS IN WALL <br />2x12 SYP BEAR,' <br />IN WALL ___�-2X4 BLOCKING FOR 2x12 <br />/01 2x4 PT UNDER 2x12 <br />2x6 SYP <br />2X4 SYP BLOCKI G <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2X4 PT NOTCHED INTO STRINGER (114) 1 Od x 1 1/2" NAI LS) <br />Y <br />AND NAILED TO FLOOR WITH GLUE <br />2X4 CUT ON BEVEL AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "ID11 SECTION VIEW "Ell <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-0" <br />PLYWOOD <br />--2x SYP CUT TO FIT <br />BEARS IN WALL <br />_---2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />2X4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1 V-10" <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 />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />0.1 <br />10 <br />H �ff <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SI M PSON MTS 12 W/ <br />(114) 1 Od x 1 1/2" NAILS) <br />rx8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />"X4/GLUED AND NAILED TO STRINGER <br />IKOR DRYWALL SPACING <br />H <br />ECTION VIEW <br />S <br />SCALE: 1 .-0; <br />-3/4 <br />Ol� <br />F <br />2X4 <br />STC <br />2X4 <br />SCALE: 1 V-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />licit <br />SECTION VIEW <br />SCALE: 1 V-0" <br />TOP OF <br />D �TRINGER <br />CONN. TO BOTT <br />OF NEWEL POSI <br />\ <br />PER CONTRACT <br />17zl <br />A <br />F-1 I <br />14FI PROVIDE SOLID BLOCKING <br />OOR GIRDER <br />0 BELOW ALL NEWEL POST <br />2X4 CUT ON OR 1 x 16" VL <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />AND NAILED TO NAILED TO JOIST. <br />LVL <br />�L POST LET INTO <br />!LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW 11G BLOCKING <br />SCALE: 1 V-0"' <br />SCALE: 1 V-0 <br />SECTION VIEW <br />SCALE: 1 -0. <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />'4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X STRIN4R <br />2X BdOCKING <br />PSON MTSJ2 W/ <br />1 Od x 1 1/2" Al LS <br />2,ND OIR <br />34D 2X 131_05�ING <br />RISN , <br />VARIE <br />ECTION VIEW "Hit <br />SCALE <br />1 V-0" <br />0 <br />0 0000 1 v <br />(D <br />< <br />__j <br />wad <br />U) V) 0 <br />Q) <br />C_/".) <br />4--J LU <br />(a <br />U <br />0 LU <br />Of <br />v) <br />c) <br />LLJ <br />of -8 <br />C> <br />U_ co <br />co <br />C2 <br />< 0) <br />Lo <br />a< Ci <br />N-C B-D-C <br />44 1 E; C-1 - <br />0 z <br />ID N $ M <br />5 <br />LU <br />z 01jj#&%ffj/, <br />bi)v <br />LU F!01L. <br />7 02 <br />1,-* <br />DSENO M <br />Y <br />Q <br />........ <br />.'Zo 0 <br />0 F E S5\ <br />To the best of the Engineeres krowledge, info;nabon 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 portons of the drawing pages bearing <br />Engineer's signature and seal. <br />LE N N All <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Lu <br />c� <br />hm <br />bz <br />ic 32 <br />8 <br />000"S <br /><Cn <br />_j <br />E �j <br />0 <br />z <br />'a <br />kk� <br />LU <br />Q <br />cc <br />0 <br />< <br />0 <br />r%j <br />Lu <br />F- <br />r__ P <br />i� <br />mi <br />0� <br />< <br />00 <br />W <br />Z <br />Z <br />fN <br />LLl <br />Lr) <br />di <br />X <br />< <br />di <br />< <br />z <br />Lu u_ <br />z <br />U <br />Ln <br />r-j <br />9 <br />z <br />z <br />V) <br />ISE <br />0 <br />M <br />LU <br />rn <br />z <br />Uj <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFWER <br />VERSION N <br />0' 42 <br />SHEET NO. <br />ST <br />HN1111111 <br />r <br />