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t <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VIEW <br />SCALE7" V-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 />STRINGER MUST MA <br />CONTACT WITH LAN <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />2X4 CUT C— <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "All <br />SCALE: 1 V-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEARr <br />IN WALL <br />2X6 SYP <br />Z-- <br />2X4 PT NOTCHED 1� <br />AND NAILED TO FL( <br />2X4 CUT ON BEVEL AT STRINGER CON* <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "ID11 <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 />SECTION D-D <br />—3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />ON DECK <br />MAINTAIN BETWEEN -1' <br />4 <br />'�-�X8 <br />AND -1" GAP TOP AND <br />2 <br />SYP GLUED <br />BOTTOM, GLUED AND <br />2X4 syp <br />AND NAILED TO <br />FRAMING <br />NAILED TO STRINGER <br />blocking for <br />strap (U <br />—2X4 DRAFT 2x12 <br />MT <br />STOP TREAD <br />2xl 2 TREAD <br />GLUED <br />GLUEDAND <br />AND <br />NAILED <br />NAILEC <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED X8 SYP DRYWALL STOP MUST <br />I <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />CT <br />STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS X4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: I"= 1'-0-; <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-10" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Ul <br />GLU , ED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />THIS STUD WITH <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />4 <br />AND -1" GAP TOP AND <br />2 <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 />BLOCKING FOR 2x12 <br />PT UNDER 2x-12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ �, x <br />2 TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW 111311 <br />SCALE: 1 V- <br />-ER <br />SECTION VIEW "Ell <br />SECTION VIEW. <br />SCALE: 1'= 1 1-01. <br />2 <br />-3/4 PLYW <br />ON DECK <br />—2X8 SYF <br />ANDNi <br />FRAMI� <br />72X4 DRAF' <br />STOP <br />2X4 BLOC14 <br />SCALE: 1 V-0" <br />4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />x4 BLOCKING FOR 2x12 <br />K4 PT UNDER 2x12 <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED TO <br />LVL <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP /71,:�,� <br />STRINGER FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />TOP OF <br />STRINGER <br />--L—�PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC- W/ 41" x <br />2 -4a" TAPCONS @ MAX. 32" O.C. <br />—1X4 GLUED AND <br />NAILED TO STRINGER <br />VIC11 <br />SECTION VIEW <br />SCALE: 1 V-10" <br />CONN. TO BOTT( <br />OF NEWEL POSI <br />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />FLOOR GIRDER <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />OR1jX16"VL <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />SECTION VIEW "Gil <br />SCALE: 1 V-0" <br />POST LET INTO <br />OCK <br />DE <br />ING <br />'X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWELPOST <br />BLOCKING <br />SCALE: 1 V-131" <br />(1 F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X <br />USP <br />ECTION VIEW 111-111 <br />SCALE: 1 V-011 <br />Al--- <br />0 LO <br />z <br />71 <br />< <br />V) (D <br />Q) - <br />Cf) <br />LU <br />r) <br />0 LU <br />CLI <br />E <br />0 <br />0 <br />WC4) <br />Ca C14 <br />LU <br />E <br />0 <br />— 5 <br />ME Coll <br />0.2 e, <br />= 05 <br />all 0 <br />C- LL 60 <br />:3 - CO <br />U W <br />a) <br />CL- I <br />O.T <br />65 . <br />< 00) <br />'. 01, <br />:1, <br /><CL 6 <br />A <br />8 D. <br />N,C,I,D C <br />---- <br />Vi � -'3 <br />V"", <br />i:,�, 0 <br />C0 <br />cv) <br />0 CM <br />41 <br />C5 C5 <br />U- if- <br />to. , k <br />N <br />I -& u" <br />& <br />v <br />0 43 < <br />'S. 1 <br />lme <br />L <br />I �A cgi, <br />- - <br />-cc �;;::; .0 <br />lit <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 />CD <br />C:) <br />Z <br />0 <br />P.-I C:) <br />=1 to c) <br />r') C� <br />M Ln <br />2: a) Ln <br />< U- <br />Z <br />Ce 0.00 <br />E %%-o <br />z (0 <br />z <br />LU C:) <br />W <br />-j C) <br />9.0 <br />v- <br />0 <br />051 R� ZO <br />18 z <br />LLJ M <br />i,- LU <br />in 0 <br />0 Z<0 <br />z 8 of <br />z >- z-: <br />lZigi <br />Z <br />00 <br />a. S) 8 L.0 <br />8 0 <br />0 <br />0- 0 z 0 <br />LZ4 <br />C14 <br />Ln <br />0< <br />0< ZO <br />0 <br />r r- <br />0 <br />-a <br />fo <br />z <br />Z <br />0 <br />By !R z 7,E <br />LU 0Z :0� 0 <br />LU <br />F-- F— g <br />0 <br />� <br />—i <br />2!� <br />0 z < <br />< � r- 2.: S <br />>- <br />00 <br />T--j <br />=) =) < � in <br />0 Cyx LL <br />z <br />0 <br />C:) <br />v- <br />N <br />z < <br />LU <br />� <br />I.— <br />c) <br />U- <br />z <br />W <br />> <br />0 <br />z <br />5 <br />z <br />Pq <br />_j <br />CL <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />ST <br />