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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />FLOOR <br />JOIST SIMPSON A35 OR <br />LSC EACH <br />STRINGER - x SYP CUT TO FIT <br />BEARS IN WALL L FA <br />2x12 SYPvj� <br />BEARS IN WALL B7 <br />1 3/4 x 11 2x6 SYP <br />s VL <br />`- 2x4 SYP BLOCKING <br />2x4 UNDER STRINGER / 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />LANDING 7\ '/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) <br />2x4 CUT ON BEVEL �— <br />DOES NOT BEAR IN <br />D 4D WALL GLUED TO <br />2x8 <br />SECTION VIEW "A" SECTION VIEW "B" <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />-PLAN VIEW <br />SCALE: T= 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 GLU <br />AT STRINGER CONTACT <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />� a'o <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />DRAFTS P <br />2x8 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: I' = V-0" <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE)TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1x4 GLUEDAND 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 />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />LIATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/a' X NAIL/ <br />2 4' TAPCONS @ MAX. 32" O.C. <br />G. A SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF — <br />STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />T 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />STOP PER CONTRACTOR <br />PROVIDE <br />2x8 SYP DRYWALL STOP BLOCKING <br />MUST NOT TOUCH G <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2X8 BLOCKING <br />2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST <br />2x6 SYP STRINGER <br />TO ANCHOR TO. <br />PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />2x4 SYP BLOCKING (2) LAYER' EDGE GOLD <br />SIMPSON A35 OR FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST <br />LSC EACH BEVEL GLUED AND FROM JOIST TO JOIST. USE <br />(SIMPSON MTS12 w/ OR 1 a"X16" LVL <br />STRINGER FLOR <br />AND NAILED TO FLOOR WITH GLU�/7 W/ISIMP ON H3NALED TO SUPPORT NAILED TO JOIST.LUED AND TRUSSES <br />2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" ATTACHED W/ 12d NAILS <br />AT STRINGER CONTACT POINTS NAILS) @ 6" O.C. TOP, BOTTOM <br />2x4 CUT ON BEVEL \ AND VERT <br />DOES NOT BEAR IN <br />WALL / <br />NEWEL POST <br />SECTION VIEW "D11SECTION VIEW "Ell SECTION VIEW "GilBLOCKING <br />SCALE: 1" = T-0 SCALE: 1" = T-0" SCALE: 1" = V-0" SCALE: 1" = V-0" <br />FILLER STRIPS ADDEDVBEARSINWALL <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CUT TO FIT <br />N WALL <br />x12 SYP <br />BULLNOSE <br />DETAIL <br />SCALE: 1' = V-0" <br />TRINGER <br />2x4 GLUED <br />Z <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />LW <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x G 1LUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 4' = 1'-0" <br />ka <br />-NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />J <br />SECTION VIEW <br />SCALE: �, = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R. <br />LaL_____--,' <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />o <br />W <br />C', <br />A C <br />-C3 C= co <br />as � <br />, cn— M <br />i N u ar <br />a In <br />ea �„ <br />M <br />0 <br />CV <br />0 <br />0 <br />T 4, <br />1 <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. Engineer s signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />a <br />o a8 <br />V <br />Q <br />(0(q <br />N p <br />"JLB C5 m N n <br />�,IE 12 <br />� <br />a <br />N C) <br />N O ip LL <br />M �t u <br />J LL LL <br />_�� o_ <br />z <br />_ �dn <br />Do 5 <br />w o <br />W <br />00 <br />5 � Owl m Lu <br />ILQ <br />04 ce, Z <br />elf <br />VZ <br />Nit 0 <br />O U <br />0 to <br />W <br />El El <br />T(D <br />2cl <br />i N O <br />O O <br />lo <br />O <br />V)C2 <br />M <br />o <br />ca <br />c <br />uaca <br />O <br />N <br />L4jg <br />�y N <br />co <br />Ljj J <br />6- — E <br />-2 <br />mom <br />0� <br />o <br />N <br />ti <br />O <br />W <br />j <br />O <br />z <br />Q <br />u_ <br />co E <br />zo <br />a <br />oo <br />>N <br />a <br />za� <br />co <br />aB <br />20 <br />0o <br />oo <br />p <br />E r <br />O <br />G <br />Z <br />L <br />¢ <br />Ui <br />3Q <br />y <br />W <br />m0 <br />O' <br />m <br />m <br />o� <br />aw <br />�Z <br />N +� <br />Z <br />jo <br />U <br />r�y <br />m <br /><Will <br />a <br />v <br />zl< <br />o <br />,o <br />c O <br />>M <br />Qa, <br />m <br />c7 <br />Q0 <br />co LO <br />T <br />:3 N <br />LO <br />o <br />N <br />n <br />//�� <br />V) 0 <br />J <br />Co{..1. <br />}� <br />0 <br />, ^ <br />4.1 <br />0 <br />U- <br />� <br />CO <br />I� <br />M <br />m <br />4) <br />.Q <br />O <br />Ln <br />N <br />Q <br />o 04 <br />T <br />E <br />c <br />LOZ <br />cc <br />ccc <br />1"' <br />m <br />c <br />a <br />U � <br />Q 0 <br />_j <br />JOB <br />NO: <br />23-04904 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />