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C:) <br />C'4 <br />C <br />Cr <br />Cn <br />31- <br />C, <br />�2 <br />C�- <br />311 <br />C) <br />-0 <br />0- <br />E <br />1-2 <br />E <br />0 <br />-U <br />E <br />0 <br />2 <br />0 <br />0 <br />01 <br />S'4 <br />00 <br />Cn <br />SCALE: <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/ALL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />E OF 2ND RISER <br />3YP CUT TO FIT z <br />kRS IN WALL <br />—2xl 2 SYP I <br />BEARS IN WALL <br />—2x6 SYP <br />2,4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER—\,,, (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />fIEW "All <br />SECTION VIEW 111311 <br />SCALE: 1 T-0" SCALE: 1 1 1-01, <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 />MUSTNOTTOUCH <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER STRINGER <br />MAINTAIN BETWEEN 1' <br />4 <br />AN D 4'GAP TO P AN D <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 />7- <br />-2x4 BLOCKING FOR 2x12 <br />4-2.x4 PT UNDER 2x12 <br />ROVIDE MOISTURE/ <br />PROTECTION <br />wIl=MT..;� <br />ATTACH AALL CnMPnNENTS <br />OF STAIR TO CONC. W/ -11' X <br />4 <br />214.'TAPCONS @ MAX. 32" O.C. <br />N <br />OVI DE MOISTURE/ <br />OTECTION <br />L/A )NEN �S <br />TT <br />W " X <br />OF / 4 <br />X "0. C <br />—ATTACH ALL COMPONENTS 24 1x4 GLUED AND 32 <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 -41" TAPCONS @ MAX. 32" O.C. <br />G-1 <br />TOP OF - <br />STRINGER <br />STRINGERS <br />G <br />E7 2x4 BLOCKING FOR 2x12 SIMPSON A�35� <br />'CH <br />2x4 PT UNDER 2x12 OR LSC EACH <br />I Z1\ <br />2X4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 1 Od x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS <br />N VIEW "D11 <br />SCALE: 1 T-0" <br />PLYWOOD <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 1'-1 <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1 1'-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) 10d x 1 <br />SYP GLUED <br />BOTTOM, GLUED AND <br />1/2 NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2xl 2 <br />STOP TREAD <br />2xl 2 TREAD <br />GLUED <br />GLUEDAND <br />AND <br />NAILED--\ <br />NAILEC <br />2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCO t? <br />INTO FLOOR WITH GI-Un�� NOT TOUCH STRINGERS <br />AT STRINGER CONTACT �LOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 11x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />y^H SECTION VIEW <br />SCALE: 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />L/1712x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: 1" 1'-0'. <br />SECTION VIEW <br />SCALE: v-0", <br />2 <br />ON DECK <br />-3/4 PLYWC <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 />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />VIC11 <br />SECTION VIEW <br />SCALE: 1 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS7 <br />(2) LAYER EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 �X16" LVIL <br />4' <br />ATTACHED W1 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SE <br />SCALE: I"= 1'-0" <br />CTION VIEW <br />SCALE: -1, = i,-o,, <br />2. <br />PER CONTRACT <br />El <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />L POST LET INTO <br />�LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWELPOST <br />BLOCKING <br />SCALE: V= T-0" <br />STAIR CONSTRUCTION DETAILS <br />F I 1X17 REDUCE SCALE.5) <br />E: AS NOTED <br />L JOINT <br />-L TO <br />OISTS) <br />D NAILED AND <br />'0 TOP PLATE <br />INTO RIM BAND, <br />�ND NAILED TO <br />WALL BELOW <br />L JOINT <br />-L TO <br />OISTS) <br />H <br />2X STRING�R <br />2X B CKING L <br />I <br />OPSON MTS w/ <br />10d x 1 1/2" NAIL <br />0 <br />2 S <br />D OR <br />3 IS 2X BLOC ING <br />R R <br />VARIES� b;zi <br />'�ECTION VIEW 111-111 <br />SCALE: 1 1'-0" <br />C%A <br />C) <br />va <br />C.2 <br />Co -o4 <br />U- o- <br />Z; 'M t-: <br />g <br />-0 co <br />C-A <br />C;Lr_ 3: <br />q <br />ice. jc; <br />to <br />T-- <br />11 <br />�N01%101 11111111 <br />VN h <br />7*- <br />4u <br />ROFESS\ <br />N\\N <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florda 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 />Engineers signature and seal. <br />W <br />.4 <br />"T E <br />ID <br />" 0, <br />0 <br />RN 1�1 M <br />-C �o <br />01 <br />C-0 .1 �!! <br />9) <br />1-0 -� 112 1.0 <br />0 <br />4 <br />NO . 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