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w <br />1 <br />- <br />N <br />ml <br />0 <br />ry <br />a <br />�J <br />d- <br />L0 <br />0 <br />1 <br />M <br />N <br />N <br />0 <br />/ <br />c, <br />c <br />0 <br />i <br />to <br />O <br />a <br />CD <br />E <br />0 <br />J <br />0 <br />J <br />a� <br />LZ <br />N <br />0 <br />LO <br />0 <br />0 <br />a <br />N <br />0 <br />N <br />c, <br />d <br />z <br />M <br />0 <br />0 <br />z <br />m <br />0 <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 />\ 6", <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 />A MAINTAIN BETWEEN 4" ' <br />�. AND z' 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 / <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 />[2/AAACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/4' X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32" O.C.AND NAILED TO FLOOR WITH GLUE (14) 1Od N MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ NAILS) OF STAIR TO CONC. W/ a' X NAILED TO STRINGER <br />/ 2 1' TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />/ ALIGN THIS STUD WITH FACE OF 2nd RISER <br />01, <br />/ 1x4 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 G <br />C <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 (SIMPSON <br />1 Od x MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE NAILS) <br />x 1 1/2" <br />NAI <br />STRINGER CONTACT POINTS \ <br />VVMLL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED — a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: z' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />J <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />—H <br />E SECTION VIEW <br />SCALE: 4" = 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 />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />�--�' GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />a2X8 <br />BLOCKING <br />FOR NEWEL POST <br />_ <br />TO ANCHOR TO. <br />-(2) LAYER 4" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />PLYWOOD <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1 16" <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �, = 1'-0" <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 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 />w, <br />ar M <br />v <br />y <br />cd Ccc <br />� J � rz <br />v W jcu <br />0 <br />cc r� <br />M <br />N <br />0 <br />N <br />N <br />O <br />„st <br />a <br />/ t <br />� ♦i `,at ^y��. <br />i <br />a <br />r LG <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 />Engineer s signature and seal. <br />H <br />�E <br />o 0 0 <br />N p <br />N cs m 0 <br />C n <br />Y <br />iA <br />J <br />04 C=1 W <br />�. <br />QjM V J <br />G J LL <br />LL <br />6f <br />J LL 555 p. <br />W <br />Z <br />L @ a <br />o <br />a' <br />� <br />� .@ cv C0 O O <br />�_ <br />W�y <br />u°��°'°' m <br />i <br />� M Z. Q J <br />K <br />� <br />N <br />. IN <br />O❑ <br />N M <br />co <br />z o <br />c� <br />13 <br />N <br />W <br />V � <br />r�_ <br />V <br />O <br />g <br />w. <br />�N <br />� <br />(3 = <br />w <br />E <br />— 2 8 <br />1 <br />z <br />mo <br />o <br />co Y <br />N Of <br />4 Ira <br />o <br />� <br />w <br />� <br />M <br />o' <br />z <br />4 <br />ri <br />E <br />E u <br />zo <br />00 <br />wz <br />z� <br />Z© <br />od <br />t0 <br />a E <br />20 <br />0o <br />Qo ra <br />2t <br />0om:i <br />Z <br />ter- ro <br />< <br />o <br />°, <br />m J <br />mo <br />m <br />¢w <br />o� <br />�Z <br />go <br />U�l <br />O <br />oa <br />¢g <br />w <br />= <br />CD <br />ao <br />oz <br />ti� <br />Zi <br />x� <br />® <br />�o � <br />M <br />5 <br />o <br />,o <br />co <br />aD <br />rn <br />cm <br />T <br />co <br />(� LID <br />s_ <br />N <br />0- <br />L O <br />.-� <br />Cr <br />°o <br />J <br />N <br />� <br />!0 <br />^ <br />V J 0 <br />m <br />>, <br />N <br />.}.i <br />1v <br />O <br />L O <br />a-+ <br />LL <br />CO <br />ca <br />m <br />O <br />O <br />LO <br />N <br />< <br />N N <br />r <br />E <br />E <br />w <br />c <br />n <br />(0 IUD <br />o <br />Z <br />m <br />N <br />Z <br />E <br />c <br />a <br />0 <br />v ° <br />O «? <br />¢ o <br />C <br />JOB <br />NO: <br />23-04902 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />