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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 />A MAINTAIN BETWEEN <br />AND J'GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />RISER AND TREAD <br />,,,�2x4 DRAFT <br />_1� <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 />N <br />BEARS IN WALL 2x44 BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />—2x6 SYP E> ROVIDE MOISTURE <br />PROTEJCTION <br />G LZATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ X <br />T PCt <br />FOR STRAP 0 M "0. C. <br />2x4 PT NOTCHED INTO STRINGER\---v—/ (SIMPSON MTS12 w/ 2 TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE N 11 1 " (, I I <br />.qj <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAAI LS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W1 I" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ <br />I EW "All <br />SCALE: 1 " = V-0" <br />E <br />SECTION VIEW 111311 <br />SCALE: 1 V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1:4 GLUED AND NAILED TO STRINGER <br />FT <br />�(­S;07P <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />rSTRINGERS n <br />2X4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GL (14) 1 Od x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS / <br />SCALE: "' = 1'-0" Vvt-%L-L- <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 />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CTION VIEW "D11 <br />SCALE: 1"= 1'-0" <br />PLYWOOD <br />BULLNOS <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />_----2xl2 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1 " = V-0" <br />-2x4 GLUED <br />AND NAILED <br />SECTION D-D. <br />SCALE: 1 " = V-10" <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 />'--�x8 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x I <br />SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />22x4 DRAFT 2x12 <br />STOP TREAD <br />2xl 2 TREAD <br />GLUED <br />GLUEDAND <br />AND <br />NAILED <br />NAILEC <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-AT - <br />STRINGER CONTACT <br />POINTS <br />E--- <br />I '712X8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />-1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />/l% SECTION VIEW <br />�1_j_ SCALE: il, = v-0,; <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />12 <br />H 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />(14) 1 Od x 1 1/2" NAILS) <br />H <br />L/�12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW 11E 11 <br />SCALE: 1 " = V-0.1 <br />�E SECTION VIEW <br />I'll �_ SCALE: ?= 1 1-01; <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILEE <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />G-1 <br />TOP OF <br />STRINGER <br />—2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />-�- 2x4 PT UNDER 2x12 OR LSC EA , CH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW 11CIIII <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W1 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: 1 " = 1'-0" <br />SECTION VIEW <br />1 <br />SCALE: f, = V-0" <br />CONN. TO BOTTi <br />OF NEWEL POSI <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 />1 POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL P ST. <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 " = T-O" <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />\ITO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X STRING� R <br />2X B OCKING F <br />I <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAILS <br />' DORL� <br />3 <br />2X BLOC/ING <br />RESIR , <br />VARIES <br />ECTION VIEW "H11. <br />SCALE: 1 " = V-0" <br />C14 <br />C14 <br />C14 <br />CD <br />�,v <br />5, <br />NO <br />a. <br />LIJ <br />IF k, Z <br />C, <br />14 <br />To the best of the Engineers knowledge, information and belief <br />the structural plans and specifirabons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />W <br />'ct, E <br />CO) 24 <br />N 0 <br />6 <br />a) 'o <br />0 -o LU <br />r- L-L. 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