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3 <br />a <br />rn <br />00 <br />N <br />L0 <br />L0 <br />Cn <br />c <br />0 <br />M <br />O <br />0 <br />M <br />O <br />I <br />N <br />a <br />cc) <br />N <br />LO <br />LO <br />`v <br />C <br />V) <br />311 <br />0 <br />0 <br />to <br />d] <br />M <br />O <br />I <br />L ') <br />c <br />V) <br />0 <br />i <br />L <br />Q <br />N <br />N <br />Q <br />CL <br />a <br />E <br />0 <br />x <br />0 <br />v <br />m <br />i <br />y <br />fl <br />0 <br />vv <br />0 <br />U <br />N <br />a <br />U <br />a <br />z <br />I <br />Y <br />i <br />0 <br />v <br />J <br />ti <br />N <br />O <br />M <br />N <br />u5 <br />0 <br />0 <br />a <br />N <br />0 <br />K) <br />N <br />N <br />0 <br />Q <br />m <br />3 <br />v <br />cn <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" <br />_� AND1" GAP TOP AND <br />BOTTOM, GLUED AND 77 <br />NAILED TO STRINGER <br />j <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 4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 G <br />/7/7/7/7A <br />—2x6 SYP ROVIDIMOISTURE <br />PROTE <br />ATTACH ALL COMPONEN <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ T" AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER 2 J" TAPCONS @ MAX. 32" <br />(SIMPSON MTS12 w/ <br />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 4' 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 />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GA� <br />TOP OF <br />STRINGER <br />TIN <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 />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 />SCALE: 2' = 1'-0" MALL / <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 />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />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: i" = 1'-0" <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 />—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 />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />i� <br />J <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx/GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GIL <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STRINGER <br />OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />NAILED TO SUPPORT OR 1"X16" LVL <br />SIMPSON H3 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: 21" = 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 />1 POST LET INTO <br />(LOCK <br />IDE <br />KI NG <br />2X8 BLOCKING <br />FOR (NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 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 />3 <br />D OR 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N C) <br />O <br />1:0 <br />' � <br />N <br />00 <br />C <br />® <br />-T cif U3 <br />N <br />c'd <br />n 0 .0 <br />=' 3 G <br />i✓ t6 0 <br />611 <br />N <br />0 <br />CV <br />M <br />N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />n <br />P_ <br />o E 01 oo <br />ei M N 03 <br />N N m ft J <br />lL <br />V O , J <br />0' `° <br />9 rn oo � at `` w <br />9) r/5 r-- a � w °- <br />a uiMv a Y <br />Co LL LL aLy <br />Z <br />Z O <br />O <br />_ o _ ~ w <br />U5 cj d <br />IL <br />Z N MZ WtoO <br />ILW <br />Z O U 0_j U) <br />W ❑ ❑ ❑ <br />V M <br />z N M <br />o� <br />zM� <br />z <br />Q <br />J <br />N <br />� o <br />i V W <br />M <br />V <br />O w o <br />tf) w <br />) <br />U <br />w <br />ow, <br />F— J E <br />t <br />U <br />C Cf) <br />®� <br />sm <br />O <br />CO <br />w <br />co <br />M <br />o <br />Z <br />U_ <br />U_ <br />n¢ <br />2 O <br />�o <br />> N <br /><� <br />QE <br />O <br />F <br />Z B <br />oa <br />H ro <br />o @ <br />xCIO 0 <br />&Q <br />w� <br />0° <br />o <br />ww <br />N <br />o <br />�� <br />L <br />¢ <br />m 0 <br />N C <br />OU <br />o& <br />z <br />z <br />J <br />m <br />¢� <br />Q W <br />�z <br />N <br />o< <br />Z <br />5° <br />a) <br />LL <br />a0 <br />0w <br />W <br />a <br />oo <br />o <br />Jz <br />?.< <br />�o <br />O <br />F <br />v <br />z <br />d <br />° <br />c O <br />0 <br />;n <br />> Lo <br />LO <br />m <br />< <br />0 <br />OC:) <br />CT <br />O <br />Y <br />Y <br />r <br />U <br />o <br />�/1 <br />t1! <br />N <br />00 <br />O <br />LO <br />00 N <br />M <br />r <br />ui <br />w CN <br />CV <br />o <br />Z <br />rEo <br />Z <br />E (n <br />fd <br />c <br />a cc <br />U Q p <br />c <br />JOB <br />NO: 22-02396 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />I� ! 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