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1 --1 I _ I — -- <br />rn <br />CZ' <br />r-.0 <br />I <br />C> <br />N <br />C <br />M <br />CD <br />v <br />cn <br />0 <br />N <br />zi <br />LO <br />c0 <br />rn <br />I <br />N <br />v <br />/ <br />v+ <br />0 <br />3 <br />tz <br />Q <br />M <br />O <br />a <br />v <br />E <br />`o <br />J <br />i <br />0 <br />0 <br />J <br />EZ <br />N <br />N <br />Lo <br />v <br />0 <br />0 <br />a <br />N <br />N <br />LO <br />a <br />0 <br />v <br />0 <br />rn <br />SCALE: " = 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', <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />I \t2x8 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" = 1'-0" <br />VVHLL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3!4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />�� AND 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 <br />2x4 DRAFT RISER AND TREAD j <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />iYP CUT TO FIT <br />NOT TOUCH STRINGERS <br />�/�/ <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />L/ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 4" X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ NAILS) OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />/ 2 J" TAPCONS @ MAX. 32" O.C. / <br />fI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ O <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GA SECTION VIEW "C" <br />\ SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />STRINGERS G--Li� <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />0 <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED H 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12— Z,411 <br />(14) 14) 10d 10d x 1 1/2" <br />2x4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />GLUED <br />AND <br />NAILED—\ i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU ---7" <br />NOT TOUCH STRINGERS <br />AT STRINGER CONTACT Ex GLUED AND NAILED TO STRINGER <br />POINTS i� FOR DRYWALL SPACING <br />B <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />---2x8 SYP <br />AND NAI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <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 />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: �, = 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 />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 />WALL BELOW <br />L POST LET INTO <br />LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />` <br />N <br />o <br />N <br />U Ll S <br />N I <br />E <br />T CV G9 �'Y <br />cI)l <br />N <br />O <br />N <br />LO <br />0 <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 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />:, E a <br />o N 8 <br />V <br />Y o��'� <br /># <br />6 <br />2 N iz LL <br />M <br />a a <br />v� <br />a <br />� c+Ni w <br />M LL ti a c7 <br />z <br />13 Z <br />o <br />co Q <br />O <br />W <br />-Fa 0] Ly <br />W <br />0 J Q <br />r- ;; <br />U5 CP ¢ Co <br />z <br />Z <br />IL <br />O <br />.. z <br />F <br />N M Q <br />O U ❑0❑ <br />Z <br />W <br />CDV <br />M <br />Z Cl) M <br />7 0 <br />¢� <br />Z o Q <br />Q <br />_J <br />E3 <br />rz <br />N <br />vCD <br />01710 <br />- <br />L <br />m <br />} <br />O <br />W o <br />c <br />�V) <br />ro <br />U <br />W <br />® <br />� <br />�s <br />L <br />U o <br />° <br />Q N <br />�� <br />o <br />w <br />z <br />EN <br />E o <br />V <br />s <br />z <br />=® <br />oa <br />CU na <br />O <br />U <br />dr <br />wo <br />00 <br />O <br />0q <br />Z <br />�z <br />r <br /><o <br />m� <br />°a <br />8< <br />go <br />T JI <br />O <br />w � <br />a <br />fOW <br />m <br />oLL <br />3 <br />o <br />w <br />=a <br />;o <br />M <br />d r <br />Np <br />>M <br />0 <br />rn <br />t0 <br />0 <br />L <br />0 <br />N <br />CL <br />Y <br />o <br />o <br />J <br />N <br />a- <br />'^ ° <br />V) U <br />� <br />N <br />0 <br />LO <br />O <br />LL <br />� <br />� <br />O <br />0) <br />N <br />N <br />Lo <br />Q <br />LO <br />� � <br />T <br />E <br />c <br />0 <br />co <br />Z <br />E 7— <br />N <br />cc <br />a <br />ci <br />a o <br />°i <br />JOB <br />NO: <br />23-03652 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />