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THEN WRAPPED AROUND STUD (USP t %, <br />MTW12) <br />PLAN VIEW <br />a =11 . <br />SCALE: 2" -01, <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 />An, <br />STRINGER MUST MA <br />CONTACT WITH LANI <br />2x4 CUT C_ <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />Z� <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT <br />FACE OF 2ND RISER MAINTAIN BETWEEN -1' <br />i�7 AND GAP TOP AND 4 <br />BOT M, GLUED AND <br />TO <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 />L <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />C <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER FSTRINGER <br />--L---PROVIDE MOISTURE <br />I>< PROTECTION <br />SYP Rl OCKING ZATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ x <br />A IN N <br />TT L <br />0 F W/ 41"" X <br />FOR STRAP a <br />1. PT NOTCHED INTO STRINGER' L2 a" TAPCONS @ MAX. 32" O.C. <br />(USP MTW12) BEHIND 4 <br />'��7 <br />D NAILED TO FLOOR WITH GLUE RISER TTACH ALL COMPONENTS 1x4 GLUED AND <br />STRINGER CONTACT POINTS <br />OF STAIR TO CONC. W/ -1.'X NAILED TO STRINGER <br />4 <br />2 -1" TAPCONS @ MAX. 32" O.C. <br />4 <br />SECTION VIEW "All <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2x6 SYP <br />SCALE: 1 V-0" <br />2X4 PT NOTCHED IN <br />AND NAILED TO FL( <br />2X4 CUT ON BEVEL AT STRINGER CON- <br />1 <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW 11D11 <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-101" <br />�INGER <br />GLUED <br />D NAILED <br />SECTION D—D <br />SCALE: 1 V-0'. <br />�3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />ON DECK <br />MAINTAIN BETWEEN 4 <br />"�X8 <br />AND -I" GAP TOP AND <br />2 <br />SYP GLUED <br />BOTTOM, GLUED AND <br />2x4 syp <br />AND NAILED TO <br />NAILED TO STRINGER <br />blocking for <br />FRAMING <br />strap (U <br />_2x4 DRAFT 2x12 <br />MT <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAI LED <br />NAILEE <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE4�T <br />STRINGER CONTACT <br />POINTS <br />YX42x8 SYP DRYWALL STOP MUST <br />N <br />NOT TOUCH STRINGERS <br />X, <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />GLU <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW. <br />SCALE: 1" = 1,_O.� <br />2 <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUEAT <br />STRINGER CONTACT <br />POINTS <br />-1 - <br />1.9 <br />BLOCKI�p FOR <br />STRAPflSP 7 <br />MTW12 <br />rx8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />'LUED AND NAILED TO STRINGER <br />3 <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SCALE: 1 V-0"' <br />ER <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: .1'. = J.-O.; <br />2 <br />-3/4 PLY\N <br />ON DECK <br />---2x8 SYF <br />AND N� <br />FRAMII� <br />72X4 DRAF_ <br />STOP <br />2X4 BLOCI� <br />SCALE: 1 V-0" <br />TREAD <br />A GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />-RINGERS <br />G <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />1111CIIII <br />SECTION VIEW <br />SCALE: 1 V-0" <br />CONN. TO BOTTl <br />OF NEWEL POSI <br />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />LFLOOR GIRDER <br />BELOW ALL NEWEL POST <br />2X4 CUT ON OR 1 -a x 16" VL <br />4 FROM JOIST TO JOIST. USE <br />BEVEL GLUED <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />LVL <br />SECTION VIEW "Gil <br />SCALE: 1 V-0" <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 />BLOCKING <br />SCALE: 1 V-0" <br />0 1 /AIM k..fUINO I MUU I IUIN Ur. I /AIL%`� <br />(I F 11 X1 7 REDUCE SCALE .5) <br />SCALE: AS NOTED <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />�RING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />2X <br />USP(i <br />SECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />0 Ln <br />< <br />IL '11 <br />1 <br />ZWCL <br />co <br />V) 0 <br />U—) <br />a) <br />LU <br />U <br />0 LU <br />(D- r111 <br />-T- <br />E <br />0 <br />L/) ZD <br />IV/ <br />U) M <br />10 <br />V) <br />.20 <br />M fl- <br />C4 <br />LU <br />E <br />0 <br />a) <br />c') <br />", '0 c) <br />2 .1.0 - <br />04 <br />0 0 <br />:1: <br />(D <br />U (n <br />FZ CO <br />-5 - CO <br />0 3 i:�- <br />a) <br />$ <br />(b a 0 <br />LO 0 :S <br />< 00) <br />6 <br />A <br />Wa. <br />N C,B D C <br />Y* <br />1 *1111 <br />0�.Ir�r <br />CA I <br />Cal? -1 - C14 <br />1�1'1 " ­ <br />LO I ­ <br />.. <br />z ___j-__j <br />Qr:� <br />%L- <br />i <br />z <br />20 <br />MAO <br />-PAR <br />z <br />LL3 <br />dj <br />El <br />01 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />z r-4 <br />0 (L) N <br />4 <br />P-4 C) <br />> C:) <br />p <br />N <br />fa Lr) <br />(v Ln <br />z <br />CY) <br />U>� T-4 <br />0-00 <br />< N-0 <br />z E <br />fa <br />z <br />LU <br />_j C) <br />0 Z <br />0 <br />LU ZZ V) <br />LU z af <br />U UU15 0 0 <br />C z< 0 <br />Ez 00.W <br />z U X< <br />Z. zz <br />LU <br />LU b -, <br />:JD 3.8.- <br />8tno Wo <br />= 0 �3 uj C4 <br />0 <br />F- 0. 0 z <br />LU z <br />M <br />W LH <br />C) <br />r4 <br />r*4 <br />In <br />Z� <br />LU 0 <br />LU � 3: <br />� <br />< VZ) � U11 08 <br />0 <br />LU 0 <br />LU <br />P Lzn ca 2 <br />0 Q� <br />z <br />z <br />10— <br />LU �_ <br />ZBYE!�Z.E <br />Lu LU C, 121 :01 0 <br />Uj <br />q) _j < U r- <br />-F-t- ul <br />> <br />_j <br />%,..,00 <br />0 2: <br />v) <br />LU 0 u- z <br />-f �2 r x 0 <br />< < <br />r-4 <br />T—i <br />D Z) <br />01 CYX u- a <br />Ln V) z <br />0 <br />C:) <br />ro <br />_j z < <br />LU U-1 <br />c) <br />z <br />LU <br />> <br />Z <br />z <br />0 <br />_j <br />—1-4 <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />13,22 <br />JOB NO: 16-6649 <br />SHEET NO. <br />ST <br />