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THEN WRAPPED AROUND STUD (USP t <br />MTW12) <br />PLAN VIEW <br />11 <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 />U1 <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 />yt� <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN -1' <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 />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2, <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />STRINGER <br />--L---PROVIDE MOISTURE <br />F>< I <br />PROTECTION <br />ZATTACH ALL COMPONENTS <br />IP BLOCKING OF STAIR TO CONC. W/ -1" X <br />ATT )N'-NISJ <br />0 W � <br />ING _,� X <br />F 4 <br />FOR STRAP z "0 <br />VL C. <br />I PT NOTCHED INTO STRINGER 2 a' <br />D NAILED TO FLOOR WITH GLUEt (USP MTW12) BEHIND 4" TAPCONS @ MAX. 32" O.C. <br />S RISER ATTACH ALL COMPONENTS 1x4 GLUED AND _ <br />STRINGER CONTACT POINTS OF STAIR TO CONC. W/ -1.'X NAILED TO STRINGER <br />4 <br />2 -11'TAPCONS @ MAX. 32" O.C. <br />4 <br />SECTION VIEW "All <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />L <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />INWALL <br />2X6 SYP <br />2X4 <br />AN <br />2X4 CUT ON BEVEL AT <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1 V-10" <br />PT NOTCHED IN <br />D NAILED TO FL( <br />STRINGER CON - <br />SECTION VIEW "ID11 <br />SCALE: 1 V-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />�T___­BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />NGER <br />]iLUED <br />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 -1" <br />4 <br />H <br />AND -1" 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 />2_X4 DRAFT 2x1 2 <br />MT <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED---\ <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE44 <br />STRINGER CONTACT <br />POINTS <br />Y1X42x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />LUJ <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />S <br />H ECTION VIEW <br />SCALE: 1" = 1,-0,; <br />2 <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-ArT <br />STRINGER CONTACT <br />POINTS <br />_-V <br />BLOCKI�p FOR <br />3 <br />STRAP flSP 7 <br />MTW12) <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SCALE: 1 V-0" <br />ER <br />SECTION VIEW "Ell <br />SCALE: 1 V-0" <br />/E% <br />SECTION VIEW <br />I <br />SCALE: v-0., <br />2 <br />-3/4 PLYW <br />ON DECI< <br />--2x8 SYF <br />AND N/ <br />FRAMIl', <br />2X4 DRAF_ <br />STOP <br />2X4 BLOC� <br />roA., <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 />TnD nr� <br />AND NAILED TO <br />LVL <br />111C11 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />CONN. TO BOTT( <br />OF NEWEL POSI <br />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />)ER <br />BELOW ALL NEWEL POST <br />VL FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />SECTION VIEW "Gil <br />SCALE: 1 V-011 <br />POST LET INTO <br />-OCK <br />ING <br />'X8 BLOCKING <br />-OR NEWEL POST <br />-0 ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWELPOST <br />BLOCKING <br />SCALE: 1 V-0" <br />0 1 /AIM UUINO I MUU I IUIN Ur— I /AILO <br />(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILEDAND <br />TOP PLATE <br />'4TO RIM BAND, <br />JD NAILED TO <br />VVALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />070 <br />USP (I <br />ECTION VIEW 111-111 <br />SCALE: 1 V-0" <br />LO <br />z <br />z <br />< <br />I <br />CL <br />V) f IN <br />%.;., <br />C-0 <br />LU <br />0 LU <br />(,n <br />1- E <br />0 <br />0 <br />(n M <br />M <br />Lij <br />E <br />00 <br />0) CY) <br />W ce) <br />cE .- r- co <br />04 <br />0 0 CD <br />LL 00 <br />1:5 - CO <br />0 j:z <br />65 8 <br />0 <br />0 <br />LO CL <br />A I <br />8 D. <br />N C WBD, 1; <br />lei <br />1�2 <br />C%4 LO <br />`0 Lo <br />LO r- <br />OVAY M <br />0 <br />�710 <br />co z <br />% <br />1 7, <br />lmok"t T: <br />-_; <br />LL Z., ! ��8 <br />zk <br />Ell <br />P <br />Z, S;,j,- 4% <br />To the best of the En'."Q y.yv..14g�,,�*h�ation,.nd <br />i2�'sWi " <br />97's <br />a b' <br />belief, the structur I p a I � allo ns 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 />I <br />C:) <br />C:11 <br />z f%4 <br />0 a) N <br />1­4 4-0 C) <br />(n I t.0 <br />=_ <br />> (1) ro C:) <br />1­4 c) <br />z <br />4-J N <br />fU Ln <br />CL U) <br />(n 0 <br />a) — Ln <br />L_ U_ <br />CL e-s <br />z <br />� ro <br />3� M -I <br />0- 00 <br />z E <br />z <br />LU <br />LU <br />_j C) <br />0 <br />C ZO <br />-I <br />LU Z �_ V) a: <br />LU M � Z. � t <br />U F- x Cn 0 0 <br />0 >. z < 0 <br />or- <br />z i!5 zz <br />- LU <br />Lu b � _� <br />K S 8 -. <br />8 (n 0 Q� CD <br />M 2 LU 0`11 <br />C) <br />M <br />0. 0 z @ <br />�2 1 LZ4 <br />C) <br />Lr) <br />11711.4 <br />C114 <br />Ln <br />LUC);� <br />ae V) V_ Ce <br />< z <br />080 <br />a 2 <br />0 <br />< <br />U W - _j <br />g �_ Ln 00 2 <br />z <br />06 <br />faZ <br />Z <br />z 8 k �Z- <br />CY- ��= Z <br />LU LU 0 0 <br />0 <br />L_ <br />W <br />U-1 <br />uc� 0 � p <br />F_ 8. 8 <br />> <br />_j <br />00 <br />0 � <br />0 <br />2 2 <br />N <br />LU U.1 0 U_ z < <br />C� 2 - x 0 <br />< < �- 0 0 <br />D =) � Q� <br />2 CY U_ z <br />V) z < <br />0 <br />C:) <br />ro <br />U-j <br />< <br />I_- <br />0 <br />UL <br />z <br />LU <br />> <br />0 <br />z <br />z <br />1..q <br />_j <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />15m,25 <br />JOB NO: 16-6651 <br />SHEET NO. <br />ST <br />