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Q <br />N <br />Of <br />0 <br />0 <br />J <br />_Lo <br />of <br />rn <br />00 <br />N <br />0 <br />J <br />NM <br />00 <br />I <br />rn <br />rn <br />rn <br />N <br />v <br />a <br />N <br />0 <br />C <br />N <br />N <br />17 <br />P <br />SCALE: 2' = 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 />VVMLL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN j" 1� <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND 7-77 <br />NAILED TO STRINGER <br />2x4 BEHIND RISER v <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 />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL X4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/J" X2x4 PT AND NATOD HE P INTO OOR WRIH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS ix4 GLUED AND <br />/ \ OF STAIR TO CONC. W/ I" X \ NAILED TO STRINGER <br />/ 2 4' TAPCONS @MAX. 32" O.C. / <br />(IEW "A" <br />SCALE: 1" = 1'-0" <br />7 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />NGER <br />aLUED <br />NAILED <br />ITI <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />H <br />2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />NAILED TO STRINGER <br />FRAMING <br />(114)4)10d d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILE <br />2x <br />2x <br />DRAFTS P <br />DRAFT S P <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />72X8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />STRINGER CONTACT <br />1x GLUED AND NAILED TO STRINGER <br />POINTS <br />E <br />1x4 GLUED AND NAILED TO STRINGER <br />POINTS —� <br />B <br />FOR DRYWALL SPACING <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE: �, = 1'-0" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />___FALIGN THIS STUD WITH FACE OF 2nd RISER <br />____1 <br />2x4 SYP BLOCKING <br />f/ FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: �, = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />STRINGER <br />TREAD--�, <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />—2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />-{- 2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER—` <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 <br />GIRDER, FIELD VERIFY <br />i <br />(2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" 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: 4" = 1'-0" <br />CONN. TO BOTTi <br />OF NEWEL POST <br />PER CONTRACT, <br />F-1 <br />PROVIDE SOLID BLOCKING <br />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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />.L POST LET <br />'LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />2X B CKING <br />H <br />2X STRING R <br />O <br />PSON NITS 2 w/ <br />10d x 1 1/2" NAILS <br />3 <br />D OR 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />v <br />go VV/v <br />a � <br />•" <br />� � %0 <br />`� '�' <br />kti' L� ,� •��r <br />a-'• <br />41O P 014' <br />r�. <br />°'�r��tl�ttl�tti!`ON <br />E 5 x <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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