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t <br />I I I I ' 11' 111'III 1' 11_I- I <br />SCALE: i.. = 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />MALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER STRINGER <br />A FACE OF 2ND RISER <br />MAINTAIN BETWEEN " 7 <br />AND J" GAP TOP AND <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 71 <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />f <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ J" X FOR STRAP 2x4 PT NOTCHED INTO STRINGER7 APCONS @MAX. 32" O.C.AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />�I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />0� <br />/ ix4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />1 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS <br />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />PLYWOOD <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 />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 />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED � i <br />LEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE4t� <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -A; <br />STRINGER CONTACT <br />POINTS <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />`j-2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />4// <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION <br />VIEW <br />SCALE: i" = 1'-0" <br />-3/4 PLYWC <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 />f <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS1 <br />�I <br />(2) LAYER J" 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" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <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 />- 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" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />iNALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />PSON <br />10d x <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />et;'•i:�:�i1c d <br />•1,�, <br />41 <br />Co <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 <br />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 />Engineers signature and seal. <br />h <br />vE �P- <br />n <br />N o Np <br />O <br />cP <br />4 <br />C uy # LL <br />M <br />rn�tLLuu _ <br />m v � 2 Y <br />a <br />N <br />m LL LL a � <br />13 <br />— v rn 0 <br />C.o <br />-Z <br />O <br />W_ <br />���rn ¢ <br />Q2 <br />Z <br />aN� <br />ON Z <br />UvLLpW <br />Z <br />❑❑❑ <br />N <br />zC) <br />Q � <br />l/i <br />M <br />Z o <br />� <br />c.7 8 <br />,i-j <br />N u- <br />. U <br />o <br />1'�• <br />OW <br />U <br />U <br />c <br />Q Y <br />0 <br />ti <br />� <br />ffi <br />Cl)z <br />M <br />U— <br />'s <br />EE <br />0 <br />Wo <br />® <br />10 <br />_ <br />�4 <br />0 V <br />z <br />o E <br />CD <br />N <br />ao <br />p <br />� Z <br />z <br />ai L <br />�O2 <br />p <br />U) c <br />€$ <br />b� <br />0 <br />gLL <br />z <br />N <br />N <br />p <br />a <br />z <br />oz <br />rp? <br />O <br />w aIi <br />a t- <br />V <br />° 0 <br />O <br />co <br />0 <br />CM <br />(V <br />c <br />IO <br />M <br />�1 <br />N <br />CL <br />m <br />U <br />CU <br />-�Lr) <br />r11- <br />_ <br />_ (V <br />r <br />r <br />N <br />= M <br />L <br />6 <br />M <br />M -- <br />E <br />N <br />�; <br />z <br />Z <br />E CD <br />c <br />c <br />cc <br />FL <br />U ° <br />Q p <br />JOB <br />NO: <br />21-1068 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />ST <br />