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3 <br />w <br />Co <br />M <br />i <br />x <br />O <br />0 0 <br />-0 <br />Q <br />L0 <br />04 <br />N <br />J <br />N <br />0 <br />I <br />rn <br />i <br />Cr <br />0 <br />-0 <br />i <br />m <br />C <br />H <br />r� <br />0 <br />E <br />v <br />E <br />0 <br />0 <br />Cn <br />ti <br />4 <br />0 <br />0 <br />UI <br />i <br />i <br />C' <br />0 <br />v <br />01 <br />N <br />t� <br />M <br />0 <br />0 <br />0- <br />r4 <br />CV <br />0 <br />0 <br />Cn <br />Q <br />m <br />a� <br />v <br />SCALE: ?= 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 />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 />BOTTOM, GLUED AND <br />1/2" NAILS) <br />f <br />NAILED TO STRINGER <br />\ <br />/ <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />I <br />2x <br />I <br />DRAFTS <br />P <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCO <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED <br />NOT TOUCH STRINGERS <br />L <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS \ <br />x4 GLUED AND NAILED TO STRINGER <br />E <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2' = 1'-0" <br />—A <br />1-1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ NAILS) <br />NAI� <br />i <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 />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 4" 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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ( SIDE) TO BOTTOM EDGE OF 2x12 <br />( STRINGER <br />-2x4 DRAFT RISER AND TREAD / <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />i <br />--2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C ' <br />tCONC. <br />DE MOISTURE <br />\ CTION <br />LZATTACHTS / <br />" X" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIRTO CONC. W/ 4' X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ <br />/ TOP OF I <br />\ STRINGER <br />� TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP ' <br />MUST NOT TOUCH <br />I I STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 STRINGER ----'Ix <br />\ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />D NAILED TO FLOOR WITH GLUE (14) 1d x 1 1/2" W/ SIMPSON H3 — <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 />-2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />0 <br />SLUED <br />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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE---`� <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />I 3/4 PLYWO( <br />ON DECK <br />2x4 SYP <br />H FOR STRAP 2 4CKING \ <br />x8 SYP G <br />(SIMPSON MTS12 w/ AND NAILI <br />(14) 10d x 1 1/2" \ / FRAMING <br />NAILS) 2x4 DRAFT <br />/ \ � W I STOP <br />DRAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />x4 GLUED AND NAILED TO STRINGER <br />i \ / 10R DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />_ SCALE: 4" = 1'-0" <br />2x4 BLOCKIN <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT <br />V <br />/ I <br />(2) LAYER a' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4"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:' = 1'-0" <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 />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />/ 2X STRING�R <br />2X B/OCKING <br />PSON MTS J2 w/ ' <br />10d x 1 1/2" AILS <br />3 / D D OR 2X BLOCKING <br />3 <br />RISL5e <br />ECTIO <br />N VIEW "H" <br />SCALE: 1" = 1'-0" <br />C" <br />cs <br />c <br />CV <br />C" <br />cV c <br />c <br />Ck: a .- <br />Q > w <br />c cc c� c'Z <br />- .amzt <br />.r c U-• n <br />N 2 <br />N <br />� O ftl <br />a� <br />d <br />ai v a <br />i Cv <br />Rdd� <br />c <br />= ca <br />c � <br />co <br />ca � <br />M <br />N <br />0 <br />N <br />00 <br />0 <br />M <br />0.1 <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 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 />W c <br />Q O O U N 7 <br />Cc: <br />0 LL� <br />M � rNi 0 � w a a <br />Q c 4 <br />� a <br />J LL-LL z <br />� <br />Z o N V 0 <br />a 0 M p <br />m <br />]'ENO J Q <br />i ��&z <br />W <br />Z <br />M Z O =- <br />N L) <br />d ooa <br />W <br />C <br />N M <br />-�o <br />N <br />z o � <br />a � <br />r <br />U) <br />t� z <br />vCD <br />Uj <br />U <br />0 L-U N <br />Q) <br />M. <br />�N U) <br />in <br />t a <br />W <br />J <br />- � <br />= L <br />i <br />I <br />z� <br />Q <br />'5 N <br />c� o <br />¢ <br />N � <br />0 <br />Jz <br />M <br />z <br />Z <br />U- <br />�E <br />oo<� <br />E O <br />wz <br />oa <br />12 tB <br />— <br />0o <br />0 <br />Co E <br />0` <br />d0 <br />o � <br />�z <br />co f0 <br />a n <br />m 0 <br />0 <br />m <br />m <br /><� <br />1LL- <br />aw <br />0 3 <br />0� <br />zz <br />o <br />W <br />C <br />o <br />o <br />Q0 <br />a z <br />�w <br />m <br />az <br />o <br />w< <br />}o <br />v <br />0< <br />°3 <br />0 <br />0 <br />> L6 <br />Q <br />ai <br />rn <br />m <br />m <br />0 <br />� <br />r <br />co <br />= N o <br />Q <br />6 Y o <br />N <br />U) J <br />m <br />N <br />+-+ O <br />LO <br />o Y <br />o <br />CO <br />cm N <br />mO <br />LO <br />r <br />o CN <br />r <br />co <br />o <br />E <br />ca <br />c <br />=3r c <br />z <br />z <br />E M cn <br />cc <br />c <br />a <br />E <br />U Q p <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />- - - - <br />� �.I - - -� - - - - � - I I i A i L,r�.i��:.,..ii;i.Fi..i-lii.�•,L-.��m i-�w�:m��iira��u;:�a �.� iui�;[. ��,�;tn�... i_i,: i. r- <br />