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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 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH <br />INTO STRINGER�m <br />H D <br />2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />20" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) - <br />PLAN VIEW <br />SCALE: " = 1'-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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN -" <br />AND ? GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE44 <br />STRINGER CONTACT <br />POINTS <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/V2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />9x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />►�1 <br />STRINGER MUST MA <br />CONTACT WITH LAN <br />2x4 CUT C.. <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN }" <br />AND �' GAP TOP AND <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 />vmm <br />rill m I <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />-;7\ <br />STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 <br />j STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />L!2 <br />ACH ALL COMPONENTS <br />2x4 SYP BLOCKING TAIR TO CONC. W/ t" X <br />FOR STRAP <br />PT NOTCHED INTO STRINGER TAPCONS@ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) 7 BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ t" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE .---1- <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION V <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x6 SYP <br />E <br />2X4 PT NOTCHED IN <br />AND NAILED TO FL( <br />AT STRINGER CON - <br />I EW "D" <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 />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-A:F <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />x8 SYP DRYWALL STOP MUST <br />/OR <br />OT TOUCH STRINGERS <br />ED AND NAILED TO STRINGER <br />YWALL SPACING <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />3/4 PLY%A <br />ON DECk <br />2x8 SYf <br />AND Nf <br />FRAMIIS <br />2x4 DRAF <br />STOP <br />2X4 BLOCM <br />C <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = V-0" <br />R <br />GLUED AND NAILED TO STRINGER <br />)RAFT <br />P <br />SYP DRYWALL STOP <br />ST NOT TOUCH <br />21NGERS <br />4 BLOCKING FOR 2x12 <br />4 PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT( <br />OF NEWEL POST <br />PER CONTRACTI <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />POST LET INTO <br />OCK <br />X <br />.I NG <br />?X8 BLOCKING <br />`OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />0 1 HI r% kaUIVO i MUI%j I IUN Ur- I HI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />ITOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />.TO <br />)ISTS) <br />u <br />2X <br />USP (' <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />(9wo <br />Z <br />Q <br />J <br />a <br />U) Z <br />to cD <br />N <br />.�.. J LLI <br />ID <br />(a 0 <br />O w <br />t/� c <br />= <br />a: <br />Cl) <br />�to <br />� ~ <br />U <br />m r <br />._ w� <br />1.- <br />mM <br />8m2 <br />1!N <br />= <br />U <br />t LL 09 <br />�YOD <br />OD <br />� Y <br />0 <br />v <br />A, <br />B De <br />N•C •B •D-C <br />N <br />fill, <br />N <br />�j <br />d <br />N� <br />g O;110 <br />UJ <br />N M <br />>' <br />To the best of the Q101a'r s kno' iixwu;on, and <br />belief, the structural plans aid contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's stature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z cV <br />0 n <br />� M O <br />M <br />Q "gyp Ln <br />U <br />LL <br />a <br />13�U 00 <br />Q <br />E00 <br />Z�� <br />WJ <br />Q <br />J <br />�- <br />0 <br />W <br />�zz <br />J <br />ffl.. w <br />b <br />�M <br />O <br />O <br />rl <br />N <br />fV <br />Ln <br />rl <br />O3. <br /><699 <br />P id <br />-v <br />ZCL <br />W <br />9F0�d00 <br />f. OQ 6 <br />M <br />0 <br />s <br />LU <br />O <br />c <br />T'a <br />�0 <br />O <br />M <br />Z <br />Uj <br />.. <br />.. <br />Z <br />O <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />15v25 <br />JOB NO: 17-3664 <br />SHEET NO. <br />ST <br />