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3 <br />,o <br />L0 <br />00 <br />0 <br />M <br />LO <br />L <br />v <br />V) <br />0 <br />v <br />0 <br />co <br />u7 <br />CD <br />0 <br />t <br />M <br />S <br />Q <br />00 <br />CD <br />`v <br />0 <br />0 <br />J <br />CD <br />LO <br />LO <br />I <br />M <br />LO <br />v <br />0 <br />C <br />3 <br />Q <br />N <br />N <br />/ <br />E: <br />r <br />a <br />E <br />x <br />`v <br />c <br />c <br />J <br />0 <br />-U <br />J <br />LZ <br />0 <br />v <br />a <br />0 <br />a <br />1'M <br />CV <br />0 <br />CD <br />04 <br />0 <br />0 <br />d <br />c� <br />z <br />C> <br />0 <br />Lo <br />m <br />o <br />SCALE: 4" = 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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" 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 — <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />I 't2x8 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:' = 1'-0" <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 4' <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND j <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 />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP R <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />7//7/7/ <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />[AAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ -1" X <br />AND NAIOED TODFOOR WITH GLUE FOR STRAP <br />2x4 PT INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />\ NAILS) OF STAIR TO CONC. W/ �" X � NAILED TO STRINGER / <br />2 4' TAPCONS @MAX. 32" O.C. <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />s., <br />G-1 - SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I 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 />V Vr1LL <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-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" = 1'-0" <br />LAGER <br />SLUED <br />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 — <br />AT STRINGER CONTACT <br />POINTS <br />u <br />SCALE: 1" = 1'-0" <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />,14'07SECTION V <br />SCALE: 2, = 1'-0" <br />IEW <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCK[ <br />C-� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER a' 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" = V-0" <br />f SECTION VIEW <br />SCALE: 2' = 1'-0" <br />CONN.TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <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 LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />3 D OR <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />'V <br />N <br />o <br />LU <br />o u, <br />at,- o <br />e , co c�, pi <br />h �Li-n�. <br /><o <br />C, <br />Q <br />au a� <br />c <br />as"o c <br />c, ej r a <br />io 3 <br />a.d w� <br />a <br />+b D <br />�cc-', <br />C <br />t?3 <br />U <br />Sd <br />c-7) <br />CV <br />O <br />Co <br />CV <br />4. <br />A <br />.3 <br />017 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seat is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />v EE <br />M <br />/B N o <br />y 00 C CO r <br />O 00N - <br />N <br />tli �mv Sz22s � " <br />Q aLLL_ 5 LL W <br />5 a <br />m c w <br />C <br />co CAI Cp <br />W <br />m W <br />U)IL <br />LO CN m Z <br />IL <br />N OU <br />Z 0 co <br />W 00 <br />N C) <br />O <br />Z pip tgOy <br />Z O Q <br />- <br />-, <br />d. <br />N <br />M <br />� � v <br />0 <br />v 0 <br />4-1 <br />� <br />U m <br />W o <br />�V) ZSco <br />U <br />W <br />J <br />F- - E <br />N <br />I <br />I � <br />®® <br />• <br />ti <br />o <br />w <br />c <br />J <br />03 <br />Y <br />z <br />¢ <br />LL <br />E <br />Q <br />z o <br />z <br />z® <br />O <br />E U <br />o, <br />z <br />oa <br />cu_ m <br />.� <br />00 <br />o <br />CDaz <br />�¢ <br />ow <br />y- <br />wo <br />O <br />�z <br />�J <br />CO <br />0 0 <br />'0 <br />C: <br />�� <br />.0 <br />'¢ <br />m J <br />w <br />a ° <br />�z <br />go <br />MEN cn <br />A <br />oa <br />w LL <br />az <br />� � <br />m <br />� <br />¢ ¢ <br />~ <br />az <br />=� <br />U F" <br />YO <br />a� <br />c O <br />LOrn <br />m <br />r-� <br />^ 1 <br />C7 <br />F� <br />M <br />O <br />O <br />O <br />Y + <br />o <br />m <br />LNr <br />T <br />}j <br />Q <br />cn co <br />co o <br />O <br />cal <br />M <br />Ln <br />CD <br />N <br />co <br />co1'— <br />(D <br />E <br />Y M <br />c <br />6 <br />Z <br />CO <br />Z <br />O N <br />E <br />N <br />E <br />cc <br />U <br />c <br />a <br />� Q <br />JOB <br />NO: 23-04656 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />