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THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VI EW <br />SCALE: " = 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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1' <br />AND 2" 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 GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />Fil <br />STRINGER MUST MF <br />CONTACT WITH LAN <br />2x4 CUT <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN <br />FACE <br />THIS STUD WITH <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />71x4 <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />ZZA"I NOT TOUCH STRINGERS <br />B4 BLOCKING FOR 2x12 C <br />2x4 PT UNDER 2x12 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />ZATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/4" X <br />I PT NOTCHED INTO STRINGER FOR STRAP 2 4" TAPCONS @ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. , <br />SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE ,� 1 <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />E <br />I PT NOTCHED IN <br />D NAILED TO FL( <br />/HI STRINGER CON <br />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />—Z-1" 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 />2x4 GLUED <br />AND NAILED <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 -AT <br />STRINGER CONTACT <br />POINTS <br />V0 <br />SCALE: 1" = V-0" <br />`7SYP DRYWALL STOP MUST <br />Z// T TOUCH STRINGERS <br />ILUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />'ER <br />4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />RINGERS <br />x4 BLOCKING FOR 2x12 <br />Ic4 PT UNDER 2x12 <br />OC V CL l.7LUCU <br />AND NAILED TO <br />LVL <br />SECTION V <br />TnD nG <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT <br />OF NEWEL POS" <br />PER CONTRACT <br />DER PROVIDE SOLID BLOCKING <br />VL BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />IEW "G" BLOCKING <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />E SECTION VIEW STAIR CONSTRUCTION DETAILS <br />SCALE: " = 1'-0" (IF 11X17 REDUCE SCALE .5) <br />SCALE: AS NOTED <br />L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />L JOINT <br />_L TO <br />OI STS) <br />D NAILED AND <br />'0 TOP PLATE <br />INTO RIM BAND, <br />AND NAILED TO <br />'WALL BELOW <br />L JOINT <br />_L TO <br />OI STS) <br />2X <br />USP (1 <br />►ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />Hal <br />UI r <br />Z o <br />_ <br />co <br />Z° <br />Z <br />Q <br />J <br />CL <br />O <br />Q) <br />i-J Lu <br />p <br />U — <br />w <br />O <br />~ <br />0 <br />o0 <br />U <br />P'- <br />w <br />H <br />— 8 <br />WM <br />C C', <br />2 'D M <br />0_00 <br />= Qj <br />RI <br />M <br />L LL co <br />-00 <br />14 <br />Q rn <br />Ln 0 <br />rnCL <br />A' <br />N C B D C <br />s�' <br />O t<yfj <br />p X <br />n <br />t� G"- <br />di; <br />'W-M r <br />L Z i <br />a <br />_ yew �r.. <br />C CV <br />Z <br />W w <br />J <br />C14 tt <br />0 U trIrttF"a� <br />Qt <br />U H <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 />O <br />O <br />Z N <br />O N <br />''--t 4-' O <br />►>-{ MO <br />M <br />Q (j) <br />a cn•�d- <br />Q U_ <br />C" M <br />oC U a <br />00 <br />Q E' <br />z�� <br />WJ C:) <br />o€€z <br />3� <br />zaa <br />xa <br />U <br />Zw ZOUp <br />W <br />�LU 2 <br />Uzz <br />Q f J <br />yaO�n <br />8 <br />UMO <br />N <br />= <br />Z18 <br />oZ <br />r� <br />J <br />fz <br />z <br />Z <br />C: <br />Ln <br />Q <br />�3 <br />L1J <br />'� <br />Ln <br />C) <br />z <br />N <br />_. <br />z <br />ox <br />ago <br />o <br />Q <br />LL, <br />x. s. <br />N, <br />Ud�a <br />Zao J <br />A <br />` <br />w J <br />c�¢za <br />Q <br />Z <br />D WO D <br />r <br />OW <br />CY <br />Z <br />W <br />r�-i <br />L!) <br />LLI <br />wf <br />:S) <br />J <br />rl <br />L1J <br />L0o z ou <br />2 �2z <br />d" <br />Q <br />z <br />Z <br />z <br />(� <br />g <br />W <br />J o <br />¢ <br />w <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />ST <br />- - - <br />- zTrr� ��[ ,i �.1.i im u, �.��7t.,.lAht,.-.d.a� .. i_ __ I "u,�, .717 <br />