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LLj <br />CD <br />C) <br />c14 <br />cr <br />L0 <br />:19 <br />L0 <br />C� <br />LO <br />CD <br />C> <br />Q <br />E <br />cD <br />E <br />0 <br />o <br />a <br />LZ <br />C�4 <br />C:1 <br />Lo <br />Cl- <br />C14 <br />SN <br />LO <br />r <br />IL5 <br />M <br />SCALE: -21', = v-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 />\ 0, <br />VV/-%LL <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 STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN-" <br />AND-1-'GAPTOPAND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />IX4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />SYP CUT TO FIT NOT TOUCH STRINGERS <br />NRS IN WALL <br />—2x12 SYP <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />X4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />OVIDE MOISTUR/E <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />2 A SYP BLOCKING I W , X <br />OF STAIR TO CONC. W/ I" X <br />4 <br />T Pt <br />FOR STRAP 3,, CO S M '0 C <br />2x4 PT NOTCHED INTO STRINGER—\� 2,4 TAPCONS @ MAX. 32" O.C� <br />(SIMPSON MTS12 w/ <br />"A rl A <br />� I jr=� N <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />AT STRINGER CONTACT POINTS <br />7 <br />NAILS) OF STAIR TO CONC. W/ " X NAILED TO STRINGER <br />1� 214'TAPCONS @ MAX. 32" O�C. \ 1Z <br />(I EW "All SECTION VIEW "B" <br />SCALE: V= V-0" SCALE: 1 V-10" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />I 2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GA <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />C <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGE\R (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 1 Od x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />CTION VIEW "ID11 <br />SCALE: 1 V-0" <br />PLYWOOD <br />x YP CUT TO FIT <br />BEARS IN WALL <br />T--'2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL. <br />SCALE: I"= V-0" <br />INGER <br />GLUED <br />) NAILED <br />SECTION D-D. <br />SCALE: I"= V-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 />'�x8 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 1 Od x 1 <br />SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />A----2x4 <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED--\ <br />NAILED <br />2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAP <br />INTO FLOOR WITH GI-Un�� NOT TOUCH STRINGERS <br />AT STRINGER CONTACT x4 BLOCK I N KN EEWALL FOR 2x1 2 NAI LI NG <br />POINTS 1, x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW, <br />1,=j,-0" <br />SCALE: f <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />0 <br />H 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1 " = V-10" <br />Llt2x8 SYP DRYWALL STOP MUST <br />X41 NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE: 71" = V-0" <br />-3/4 PLYW( <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW VIC111 <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER!" EDGE GOLD <br />4 <br />OSB OR PLYWOOD <br />OR 1 24-'X16" LVL <br />ATTACHED W1 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: 1 " = V-0" <br />y^F ,t <br />SECTION VIEW <br />SCALE: 4" = v-0" <br />SCALE: I"= V-0" <br />CONN. TO <br />OF NEWEL <br />PER CONT <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />- POST LET INTO <br />-OCK <br />DE <br />"ING <br />)X8 BLOCKING <br />'OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 " = V-10" <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X STRING�R <br />2X B OCKING <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAILS <br />DOR <br />�3 <br />2X BLOC ING <br />R IS <br />IS R <br />VARIES <br />ECTION VIEW "H11 <br />SCALE: 1 " = V-0" <br />C". <br />Cn <br />C—C"14 <br />-,C3 C� <br />W cc <br />a: - <br />07 <br />r- <br />co 0 <br />W <br />Ev <br />'s <br />. . ....... <br />Ae <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />2K, W <br />2V <br />P , <br />5 <br />8 <br />Aillllll1lll� <br />E <br />8 <br />Uj00 <br />0 <br />a) N 0'o <br />C? <br />5 0 <br />N C) <br />M LL U-1L <br />Lu <br />z <br />6 z <br />W <br />Z3 Co N 3: C, <br />0 <br />W <br />z <br />LL <br />C/5 cp <br />co �� Zo < r <br />L0 M <br />z <br />CN <br />< 01 0 <br />d 0 < L) <br />V W <br />0 U) <br />El <br />aQ) <br />X, <br />(D Z5 <br />4--J <br />0 <br />-a>ul <br />Ln <br />S 05 <br />U) <br />E <br />0 <br />U 0 <br />U) <br />< 0 <br />- <br />4 <br />C13 <br />< <br />U- <br />ce E <br />CD.- 0 <br />C, <br />clE <br />�0 <br />0, <br />(n (a <br />.0 <br />W <br />U:) <br />0 M <br />0 < <br /><0 <br />M <br />all <br />Cl> <br />0, <br />C: <br />C:) <br />M <br />E2 <br />(1) Cf) <br />> <br />0 <br />0 <br />(.0 <br />< <br />0 <br />U) .0 <br />3: <br />ca <br />LO <br />1--00 <br />'It <br />0 <br />co <br />CN <br />0 <br />L0 <br />< <br />0 N <br />LO <br />E <br />LO <br />0 <br />z <br />cc <br />E T— <br />(n <br />- <br />cc <br />c: <br />M <br />a: <br />E <br />0 <br />1 0 -1 ---- <br />'a 76 <br />< 0 1 <br />a) <br />-j <br />JOB <br />NO: <br />23-06116 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />S T <br />T- <br />