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q_ <br />r4 <br />F3 <br />M <br />.0 <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 3/4x 11 <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC'--,, <br />INTO STRINGER <br />H "16, <br />J-.,-2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />Sl MPSON MSTA21 w/ (16) 1 Od NAI LS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN V1 EW <br />SCALE-.T' = V-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 />00 <br />E <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />9 <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />io <br />AND 1/2"GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />E <br />0 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2xi <br />DFrFT ST <br />e <br />IP <br />CL <br />2x4 PT NOTCHED INTO <br />a_ <br />STRINGER AND TAPCONED\ <br />8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: ? = 1 .-0; <br />JOIST <br />SYP <br />2x8 SYP <br />IC <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />L <br />'F A <br />—ALIGN THIS STUD WITH <br />E OF 2ND RISER <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----'-2xl2 SYP L - <br />BEARS IN WALL B <br />'-2x6 SYP <br />n_4 qyp M. r)r..(ING\ <br />2x4 PT NOTCHED INTO STRINGER-\----// FOR STRAI <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wl <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) <br />2x4 CUT ON BEVEL I <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />2x12 SYP SCAB 2A GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN <br />AND4"GAPTOPAND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER 1/10 <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />-2x4 DRAFT RISER AND TREAD <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <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 />OF STAIR TO CONC. W/ T' X NAILED TO STRINGER <br />2 t'TAPCONS @ MAX. 32' O.C. <br />SECTION VIEW "A". <br />SECTION <br />VIEW "B". <br />SCALE: 1 1 1-0" <br />SCALE: 1 V-0" <br />2x8 <br />SYP <br />64 <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />TLIGN THIS STUD WITH FACE <br />OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />TREAD--.,. <br />X�Z2x4 DRAFT <br />STOP <br />2x SYP CUT TO FIT <br />1___rMUST NOT TOUCH <br />STRINGERS <br />G <br />BEARS IN WALL <br />2x12 SYP BEARS <br />INWALL <br />_f__,_4-22x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />2x6 SYP k <br />-2x4 SYP BLOC:KIN <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />2x4 PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" NAl LS) <br />AND NAILED TO FLOOR WITH GLU <br />2x4 CUT ON B�EVEL AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D". SECTION VIEW "Ell. <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-0" <br />1�f_t 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 />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <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 />'If?A SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4"GLUED AND NAILED TO STRINGER <br />�KOR DRYWALL SPACING <br />H <br />SCALE: 1"= V-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />y`-E� Z5 1= L; I I U N V I 1= VV 0 1 /-XIM koUINO I MU%..# I IUIN Ut: I MILO <br />_K�F SCALE: � = v-0,; (IF 11 X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED TO <br />LVL <br />SECTION VIEW licit <br />SCALE: 1"= 1'-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />OF NEWEL 1-0.5 1 <br />%1% PER CONTRACTOR <br />F-1 <br />I FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 j x 16' VL 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 />.SECTION VIEW "G11 <br />SCALE: 1"= V-0" <br />BLOCKING <br />SCALE: 1" = V-0" <br />�F SECTION VIEW <br />SCALE: j"= v-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 />NEWEL POST LET INTO <br />THEBLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />- TO <br />)ISTS) <br />2X STRING6 <br />2X BILOCKING <br />PSON MTSJ2 w/ <br />1 Od x 1 1/2" AILS; <br />2�D OR <br />3 D <br />2X BLOC NG <br />RISW <br />U <br />VARIE <br />ECTION VIEW 111-111. <br />SCALE: 1 " = V-0" <br />0 <br />4--J <br />0 LLJ <br />LLj <br />CC3 <br />C., <br />Lan <br />C; <br />A I <br />ED. <br />N-C B-D-C <br />00 <br />0 <br />fAa;MHPN� <br />1, 0 z z <br />LLI <br />InLU <br />a 0 <br />LL42 W. 6 C <br />M z 4n Im <br />ul <br />WW <br />IV <br />\A <br />(0 <br />)�I; <br />0 <br />F1 C <br />OFESSI <br />To the best of the Engineees knowledge, information and belief, <br />the structural plans and specificadons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Englneees signature and seal is only for <br />the structural engineedng portions of the drewing pages bearing <br />Engineer's signature and s". <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />UJ <br />z <br />(L <br />'z" <br />0010 <br />E96-. <br />de <br />0 <br />z <br />z <br />U) <br />0 <br />F_ <br />LU <br />U <br />LU <br />6LL <br />cr_ <br />UI) <br />Ln <br />< ULI ad <br />Z <br />z <br />uj <br />(**4 <br />11714 <br />Ln <br />di <br />z <br />U <br />co <br />00 <br />z <br />z <br />t- <br />U <br />LU <br />Uj <br />0 <br />rn <br />V_4 <br />0- <br />x <br />Ln <br />x <br />S <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JMUROSIC <br />VERSION NO 4al <br />SHEET NO. <br />ST <br />A <br />