Laserfiche WebLink
THEN WRAPPED AROUND STUD (USP t <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />2x4 syp <br />NAILED TO STRINGER <br />blocking <br />strap (U' <br />M <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS ix4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: I" = 1'-0" <br />41 <br />STRINGER MUST MP <br />CONTACT WITH LAN <br />2x4 CUT G,. <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 J" <br />AND J" 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 />B2x4 BLOCKING FOR 2x12 C <br />2x4 PT UNDER 2x12 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER;7\rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />�UROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/a' X <br />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/ 4" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. , <br />v- <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE --l- \ 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 />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BI <br />IN WALL <br />P�! 1=11% <br />10 <br />2x4 PT NOTCHED I1� <br />AND NAILED TO FL( <br />AT STRINGER CON' <br />CTION VIEW "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 />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-4t:� <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />SECTIO <br />N VIEW "B" <br />SCALE: 1" = 1'-0" <br />;ER <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1 GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = 1'-0" <br />4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH ^ <br />'RINGERS r ' <br />x4 BLOCKING FOR 2x12 <br />K4 PT UNDER 2x12 <br />rno nr <br />uL-vGL Uwcv <br />AND NAILED TO <br />LVL <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT <br />OF NEWEL POST <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 />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 />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />0 1 /-ill% UUI40 1 MUU I IUIN Ur I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />2X <br />USP (1 <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0 1� <br />Z co <br />0 <br />O <br />— o <br />Z C° <br />Z <br />Q <br />O <br />z <br />V) (D <br />Q) cn <br />4—j w <br />w <br />O <br />~ <br />0 <br />o0 <br />�V) <br />U <br />a)M <br />LJ J <br />~ Ep <br />U — <br />C cc Cl) <br />N a N <br />O O CD(LirLL00 <br />C)co <br />U)Qo <br />a°�i <br />Y <br />Q m <br />u7 O c} <br />0) Q O <br />A1 <br />B D® <br />NC BDC <br />If <br />Co <br />`, <br />r <br />V�Cx <br />��w <br />_.., A' ®• <br />N C QNPSe <br />O <br />9� \ <br />1:1 El <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 />;7 N <br />0 n <br />F> U) <br />I M <br />Q Lr) f0 Ln <br />d to •L d <br />Q L.L <br />�- <br />f— •tj <br />� v a 00 <br />Q <br />E� <br />fu <br />z <br />J <br />W W <br />W0 <br />Za <br />w¢iYa <br />a <br />oQgo <br />zww= <br />�ozZ <br />K i J <br />0. <br />UFrzO <br />N <br />= <br />w <br />oZ <br />zU <br />U <br />U) <br />z <br />' ^ <br />y , <br />Q <br />z <br />�a <br />U <br />_ <br />^'LU <br />l V <br />ow <br />0 <br />Q <br />�+ <br />FYI-' <br />XOC,� <br />6 <br />P 8- <br />f = <br />V - <br />a o <br />w z �¢ <br />Q <br />z 2: <br />Z <br />J <br />TI <br />w 9 0 <br />LUa w <br />w <br />W <br />L.ri <br />Q <br />LtJ <br />Z <br />Z Q K <br />o z o <br />�¢~ <br />a�Z <br />d' <br />Z <br />In <br />�z <br />O <br />= <br />az <br />g <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />ST <br />