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P, <br />NO <br />C4 <br />.1 <br />0 <br />LO <br />n <br />C'14 <br />IZ! <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 />13/4 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 NOTCH�-� <br />—D <br />INTO STRINGER '-,, I <br />I I L <br />7'� I - <br />-.--2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />FLAT STRAP NAILED TO RISER AND 410 E <br />THEN WRAPPED AROUND STUD 7�7 <br />PLAN VIEW <br />SCALE-T' 1 '-0'"' <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 />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS�' <br />E <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING lo <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 1 Od x 1 <br />E <br />BOTTOM, GLUED AND <br />1/2- NAILS) <br />NAILED TO STRINGER <br />_j <br />C', <br />2x1 2 TREAD <br />GLUED AND <br />12 <br />0 <br />NAILED <br />1-1 <br />2x <br />4 <br />DR FT S�P <br />.8 <br />2- <br />CL <br />2X4 PT NOTCHED INTO <br />- <br /><� <br />a_ <br />S TRINGER AND TAPCONED <br />- YW LL STOP <br />2 8 DR A MUST <br />x SYP <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />H TR NGER <br />NOTTOUC S I S <br />L'l <br />POINTS <br />2X4 BLOCK IN KNEEWALL F OR 2X12 NAILING <br />GLUED AND NAILED To STRI NGER <br />FOR DRYWALL SPACING <br />4_11 y^H \,i6, SECTION VIEW <br />SCALE: 1 --0; <br />M <br />JOIST <br />SYP <br />2x8 SYP <br />2X8 <br />SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />------------- 1�, <br />--- <br />--2x SYP CUT TO FIT <br />BEARS IN WALL <br />_----2xl2 SYP <br />BEARS IN WALL <br />'-2x6 SYP <br />SYP BLOCKING <br />FOR STRAP <br />2X4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 W/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" NAI LS) <br />AT STRINGER CONTACT POINTS I/ <br />2X4 CUT ON BEVEL — <br />FA <br />NG <br />112 <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />zt2X8 <br />F <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />L <br />SECTION VIEW 111311 <br />SCALE: 1"= V-0" SCALE: I" V-0" <br />STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "A <br />ll <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 <br />2 <br />—3/4" RISER CUT TO FIT STRINGER STRINGER <br />MAINTAIN BETWEEN <br />AND�'GAPTOPAND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER .0 <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 77 1 <br />4 BLOCKING FOR 2x12 <br />F72X4 PT UNDER 2X12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J"X <br />2 J"TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1X4 GLUED AND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ T'X <br />2 J" TAPCONS @ MAX. 32" O.C. IN, <br />7/7,z) <br />PROVIDE MOISTURE <br />ROTECTION <br />ATTACH ALL COMPONENTS <br />O�STAIR To CONC. W/" <br />2 T <br />P 7CONS M 32.0. C. <br />I r <br />'I I jll=� W <br />A A <br />G-1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��STOP <br />2X8 SYP DRYWALL STOP <br />1___rMUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />G <br />2x12 SYPBEARS SIMPSON A35 <br />IN WALL E 2x4 BLOCKING FOR 2x12 <br />I OR LSC EAC14 <br />A 2x4 PT UNDER 2x12 <br />z I <br />2X6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D11 <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 />__-2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />2X4 GLUED <br />AND NAILED <br />SECTION D-D <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 />SCALE: 1 V-0" <br />\t?x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx*/GLUED AND NAILED TO STRINGER <br />feOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: v-0,; <br />SCALE: 1"= V-10" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILEE <br />FRAMING <br />2X4 DRAFT <br />STOP <br />2X4 BLOCKING <br />NOTE: 2X8 <br />DRYWALL STOP <br />NOTSHOWN <br />11C11 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />STRINGER- \< <br />(2) LAYER J" EDGE GOLD <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND OSB OR PLYWOOD <br />T <br />IT OR 1 -rX169 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" V-0" <br />SECTION VIEW <br />F� <br />SCALE: v-0., <br />F <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 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 V-0" <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />NEWEL POST LET INT( <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FORNEWELPO <br />TO ANCHOR TO <br />(GLUED AND NAI <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) H <br />"N' <br />2X STRINAR <br />2X BdOCKING <br />PSON MTSJ2 W/ <br />1 Od x 1 1/2" All <br />LS <br />%OR �t2X BL07NG <br />3 D <br />RISN <br />VARIE <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />0 <br />G V <br />v) <br />$ <br />E3 <br />Q <br />1/1 QD <br />0 <br />w C_/3 <br />4­' LU <br />0 <br />V) =3 <br />LU <br />i._ <br />co <br />r- <br />12 C14 <br />0 _QC:0 <br />00 <br />co Go <br />A <br />ft <br />- <br />c% 0 <br />A I <br />IED. <br />G <br />fA 0 140 z <br />�; z <br />I.. <br />4C (2 E� �1 <br />ku d .9f k <br />Z 0 E M5 <br />z 44 M g <br />WLj 3 U) I g <br />ED V4 C, <br />NCI <br />............ <br />(0 <br />1�v <br />ix : -- �,b � <br />0 <br />4,j <br />0 F 0 <br />E S <br />4/ <br />I`,WMIIMO� <br />To the best of the Engineers knowlecige, information and belief, <br />the structural plans and specifications contained within these <br />dravvings 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 />Engineees signature and seal. <br />LE IM IMAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />UJ <br />Z< <br />ui <br />4H <br />oil <br />!Z� U., <br />cn <br />0 <br />1 <br />z <br />-0 <br />M <br />Uj <br />C) <br />Lu <br />0 <br />cc <br />U <br />rN <br />< <br />Zo <br />_j <br />M <br />in <br />P <br />00 <br />;it Uj <br />12 <br />Z <br />Uj <br />L0 <br />� 2� <br />z <br />15 <br />(N <br />Ln <br />ill; <br />Cn <br />C'�4 <br />Z <br />Z <br />LU <br />u) <br />ISE <br />0 <br />ck <br />SCALE AS NOTED <br />DATE 4/5/2019 <br />TECH: JBERCHAL <br />VERSION N <br />0' 4m2 <br />SHEET NO. <br />ST <br />