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01 <br />v <br />x <br />w <br />0 <br />N <br />N <br />L <br />cnOr <br />0 <br />¢ <br />J <br />co <br />0 <br />I <br />M <br />i <br />N <br />u•i <br />0 <br />L0 <br />0 <br />Q- <br />0 <br />rn <br />3 <br />r <br />N <br />N <br />G <br />a <br />E <br />0 <br />2 <br />0 <br />C <br />J <br />0 <br />c <br />0 <br />J <br />ti <br />M <br />0 <br />CV <br />Ln- <br />0 <br />as <br />O <br />Lo <br />0 <br />0 <br />W <br />m <br />v <br />a� <br />v <br />N <br />SCALE: il. = 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 />V V/1L L <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 -1" <br />AND 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 />3YP CUT TO FIT / .•' i <br />kRS IN WALL ! % <br />2x12 SYP lo <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />E2AAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TOCONC. W/J" XAND T NOT HE FOOR WRIH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />d x 1 1/2" ALL AT STRINGER CONTACT POINTS \ NAILS)OF STAIR TO CONC. WES GLUED AND <br />J' XNAILED TO STRINGER <br />/ / 2 �" TAPCONS @ MAX. 32" O.C. / <br />fI EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />V.i <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G.1y <br />TOP OF <br />STRINGER <br />STRINGERS G---L� <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D11 <br />SCALE: 1" = 1'4' <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING I21 AT- <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />INGER <br />A <br />GLUED <br />) NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />NAILED TO STRINGER <br />FRAMING <br />1Od x 1 1/2" <br />2x4 DRAFT Zx12 NAILS)S) <br />o <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUEDNAILED---\ <br />i <br />AILED--\ <br />DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS —� FOR DRYWALL SPACING <br />B <br />H <br />SE <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />CTION VIEW <br />SCALE: 4" = 1'-0" <br />T <br />A <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />f <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" = 1'4' <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 42"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: �" = 1'-0" <br />PER CONTRACT <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 />SCALE: 1" = 1'-0" <br />L POST LET INTO <br />'LOCK <br />IDE <br />KING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />STRING, <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />eh <br />N <br />o <br />N <br />c <br />U") <br />m <br />C3 <br />a <br />o <br />CD <br />C fC C) CV <br />m X <br />N l6 O i <br />N y O J <br />Q N X <br />3 61• °' <br />L <br />co c <br />� T <br />N GO <br />� o <br />0 <br />�, <br />la <br />LU <br />o <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 2020 Florida Building Code - <br />Residential 7th Edition. 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