Laserfiche WebLink
SCALE: J, = 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 />VVNLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />rSTRINGER <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />A <br />MAINTAIN BETWEEN J" <br />/ <br />\ <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />10 <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />/ <br />�1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />/ <br />STOP <br />/ <br />\ I <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />1 <br />3YP CUT TO FIT <br />kRS IN WALL <br />--2x12 SYP <br />I <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />/ <br />I <br />I <br />2x4 PT UNDER 2x12 <br />' <br />2x6 SYP <br />/ \ <br />\ <br />ROVIDE MOISTURE / <br />PROTECTION <br />[7AAT�5TAACH <br />COMPONENTS <br />NG <br />FOR STRAP <br />STAIR TO CONC. W/2x4 <br />PT NOTCHED INTO STRINGER\ <br />TAPCONS @ MAX. 32" O.C. <br />/ <br />AND NAILED TO FLOOR WITH GLUE \ <br />w/ <br />(SIMPSON 1M� <br />ATTACH ALL COMPONENTS <br />1x4 GLUED AND —/ <br />AT STRINGER CONTACT POINTS \ <br />AT <br />NAILS) <br />OF STAIR TO CONC. W/J" X <br />\ NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. <br />fIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />__[ <br />TOP OF / <br />STRINGER t <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ XSTOP "� [ <br />2x8 SYP DRYWALL STOP / <br />I MUST NOT TOUCH l <br />STRINGERS <br />I <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />I <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS NAI <br />CTION VIEW "D". <br />SCALE: 1" = 1'-0" <br />/--T" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_------2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />/ <br />AND NAILED TO <br />NAILED TO STRINGER <br />/ <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />— <br />NAILED\ i <br />LEC <br />1 <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />I `L2x8 SYP DRYWALL STOP MUST <br />IL/ 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 />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />--, 17 <br />`-'-2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />,,fOR DRYWALL SPACING <br />H <br />SE <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: 4" = 1'-0" <br />ON <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP % <br />\ NOT SHOWN / <br />STRINGER IC <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO <br />/ GIRDER, FIELD VERIFY OF NEWEL <br />\ PER CONT <br />� I <br />y L(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t%16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />:L POST LET INTO <br />ILOCK <br />I DE <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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />R <br />2X BLOCKING 2X STRING <br />PSON MTS,�2 w/ <br />10d x 1 1/2\NAILS <br />2[VDD OR 2X BLOCj�ING <br />RISE / / <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />eM <br />CNI <br />o <br />cv <br />= <br />o <br />C" <br />W <br />V N <br />N 14 O i <br />N d O J <br />a N Y <br />3 =' W <br />a> <br />E _ <br />s 3 � <br />io d a� o <br />� <br />N d <br />C E <br />so c <br />a W <br />CM <br />O <br />N <br />0 <br />0 <br />M <br />o <br />Ate' S T <br />E QF- <br />. 0••. <br />q <br />•j�dfalii9ttti� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />Q E S N <br />O M (O r <br />V <br />N N C) N <br />C <br />J <br />M <br />cq(N01 w <br />a <br />Z <br />C13 <br />w <br />y C", v 1 - a a <br />LL LL a Y <br />z <br />o <br />Y6 O d' <br />L <br />j 7f N G m J Q <br />W <br />ron�O'\I � � z <br />=if)N <br />0 yHt <br />M <br />❑OO <br />W <br />z o <br />U) <br />a <br />to <br />z <br />� o <br />4--' <br />(O <br />w W <br />a <br />o ca <br />V <br />O <br />- <br />w o <br />04 <br />N <br />� <br />U � <br />w <br />alp <br />z <br />U o <br />Q y <br />• <br />N <br />o <br />Jz <br />_ <br />ca <br />J <br />o3 <br />z <br />L.L <br />z o <br />.o <br />> m <br />aN <br />Eo <br />E= V <br />of <br />z <br />z® <br />oa <br />FT ro <br />f o <br />O <br />k< <br />Z <br />Co <br />p <br />Z <br />KdL <br />CO C <br />'o <br />��Z <br />J <br />Q <br />� z <br />C) <br />Z <br />3 <br />0� <br />az <br />W <br />m <br />< O <br />H - <br />6� <br />�3 <br />v <br />0I. <br />a 3 <br />0 <br />N <br />'L6 <br />O <br />rn <br />T <br />m <br />0 <br />co Ln <br />C) <br />.-. <br />N <br />CL <br />N <br />Q <br />$ <br />J <br />^ <br />�v/� o <br />I..L <br />VJ m <br />N <br />+� <br />O <br />X) <br />a--+LLI\ <br />0 <br />Y <br />U M <br />C) <br />04 <br />co <br />m NO <br />0) <br />LO <br />O NLo <br />T <br />Q <br />0000 <br />r <br />E <br />(0 <br />O CO <br />Z <br />z <br />E O <br />N <br />co <br />E <br />U <br />c <br />a <br />J <br />Q 0 <br />—� <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />