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M <br />I <br />C�l <br />LO <br />C'4 <br />00 <br />co <br />C�4 <br />0 <br />Cn <br />LO <br />—vi 1 ­1 Ivl� I � t VVI I, I U) I VU I N�lu� E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE. T­ = To' <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 GLUI <br />NAILED MATCH NOS <br />OTHER I <br />\ 6", <br />z <br />9- <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />E <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />C0 <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />0 <br />2 x <br />DRAFT ST JP <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />x8 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 />-z' <br />FOR DRYWALL SPACING <br />j^H � SECTION VIEW <br />SCALE: 1'-0" <br />M <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />L <br />6�_ <br />,F A <br />—ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />I <br />SECTION VIEW 111311. <br />SCALE: 1 V-0" SCALE: 1 V-0" <br />STRINGER MUST MAKE iALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />I--------------- <br />L <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2xl2 SYP <br />BEARS IN WALLI B <br />f7zz, <br />'---2x6 SYP <br />L <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <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 <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2X8 <br />F ) SECTION VIEW "A". <br />2x4 CUT ON BEVEL—'--�r/ <br />DOES NOT BEAR IN <br />WALL <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"'GAPTOPAND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <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 />I H I I <br />4-2x4 BLOCKING FOR 2x12 C <br />r-2x4 PT UNDER 2x12 <br />111,I)i ItInE MOISTUR7E <br />OV <br />4 Ari-4 A, I rnmi PROTECTION <br />LATTACH ALL COMPONENTS <br />TT <br />OFSTAIR TO CONC. W/J" X <br />y ,0. <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T1 " X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW VIC11 <br />SCALE: V= V-0.' <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />T 0 P <br />2x8 SYP DRYWALL STOP <br />1___rMUST NOT TOUCH <br />2x SYP CUT TO FIT `III STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BEARS I ±2x4 BLOCKING FOR 2x12 <br />inithAL--- IN WALL 2x4 PT UNDER 2xl 2 <br />2x6 SYP 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2x4 FIT 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 "D"_ <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-10" <br />RINGER <br />-2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />1-2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 FIT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE­AT­� <br />STRINGER CONTACT <br />POINTS <br />IV <br />SCALE: 1 " = 1'-0" <br />'7LFx8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Llx4/GLUED AND NAILED TO STRINGER <br />,KOR DRYWALL SPACING <br />H <br />*___ -_ -_ — — -_ -- I-, <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: 4" = v-0.; <br />SCALE: 1 " = V-10" <br />-3/4 PLYW( <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />—,/S'TRINGER <br />CONN. TO BOTT, <br />OF NEWEL POS I <br />PER CONTRACT <br />A <br />PROVIDE SOLID BLOCKING <br />I­LU"_Jr1 UIr%1JF_r-% BELOW ALL NEWEL POST <br />2X4 CUT ON OR 1 j x 16" VL FROM JOIST TO JOIST. USE <br />BEVEL GLUED <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />I k/I NAILED TO JOIST. <br />NEWEL POST. <br />SECTION VIEW 11G, BLOCKING <br />SCALE: 1 " = V-1)" ' SCALE: 1 " = V-0" <br />SECTION VIEW <br />SCALE: �­ = To'� <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED <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 />kRING WALL BELOW <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 />=LOOR <br />TRUSSES <br />WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />2X STRINAR <br />2X BdOCKING <br />SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" AIL <br />2�D O7R 4 <br />IL2X BLOC ING <br />3 D <br />RISN <br />VARIE <br />SECTION VIEW "H11 <br />SCALE: 1 " = V-0" <br />0_0 <br />:;'m <br />C) <br />C) <br />CID <br />(N <br />1CM1 <br />L/) (D <br />Q) <br />Yu <br />4--) <br />M <br />0 LU <br />C�1_ <br />Z:) <br />F- <br />0 <br />C) <br />in C) <br />-2 C) <br />It- <br />04 <br />LU <br />j.-_ E <br />8 <br />a) <br />0) <br />c I ce) <br />C_U co <br />M 43i <br />2 <br />0 0 c:) <br />-C LL 00 <br />5 -00 <br />0 cc <br />< 0 <br />0 <br />a) < Ci <br />aw <br />ca 181 IM cl! <br />Uj <br />LUM. vil! Z <br />LU tj <br />z <br />0 a) < <br />t� Z5 <br />E a) <br />z cc , 0 <br />04 <br />_:C c") <br />LL <br />LU 04 <br />(3 L) <br />E3 0 <br />-�,o vv/v <br />% <br />< <br />FLO <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 Ronda Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beahng <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />; 0 <br />H <br />w <br />z 9 <br />z <br />Z�Ii <br />U 0 <br />48 0 <br />< <br />z <br />M Z z <br />(D 0 LU <br />uj <br />@ <br />U) <br />z z <br />0 <br />0 <br />z <br />I � <br />F<1-1 <br />z <br />_0 <br />LU <br />4 3: <br />0 <br />> <br />z <br />U <br />rr) <br />< <br />F— <br />c/) <br />LU <br />z < <br />LL, -, <br />(D U., <br />< < x C� <br />< <br />U—) <br />Id g <br />Z <br />1 0 <br />z <br />r*4 <br />5 <br />LU <br />Ln <br />1 .. <br />Uj <br />8 Z� <br />LU <br />2: <br />< <br />V) E <br />r-4 <br />z <br />Z <br />D U) <br />CY z <br />V) 0 <br />CID <br />0 <br />Ob <br />Z <br />:5 <br />LU <br />_1 � <br />z <br />< W <br />T-4 <br />Q_ <br />V) <br />_1­1 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION No. 4m2 <br />SHEEr NO. <br />ST <br />F I i ail I I. I I T i 1 ;111 1 11L. 1, 1,[1.11,151 halil 1WLIj*k­ 1;1111111NI�141614� 111­ 11­1 11 . 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