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E: <br />SCALE: " = 1'-T <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 />CnD DICC AAIn DI IAI IAIC(10AAATIPIAI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />V VP1LL <br />,FA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ I I � T -- \ \ <br />SYP CUT TO FIT , I <br />kRS IN WALL I <br />--2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP I 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / <br />/ \ NAILS) <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 />/ <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />-3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <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 <br />-2x4 DRAFT RISER AND TREAD <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />I e <br />\ <br />L/ATTACH ALL CO/ <br />STAIR TO CTAPCONS @ <br />-ATTACH ALL COMPONENTS 1x4 GLUED <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' 1 STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />—Lx SYP CUT TO FIT <br />BEARS IN WALL <br />,r—r-2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />ER <br />IED <br />]LED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER FRAMING <br />x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD ,� -� GLUED <br />GLUED AND AND <br />NAILED-- i NAILED <br />2x4 PT NOTCHED INTO ` <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE-­� <br />AT STRINGER CONTACT <br />POINTS <br />I171L2x8 SYP DRYWALL STOP MUST <br />LNOT 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: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE--' <br />AT STRINGER CONTACT <br />POINTS <br />_kl <br />-7 <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1 /2" <br />NAILS) <br />/ \ IJ <br />1 <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4/GLUED AND NAILED TO STRINGER <br />AeOR DRYWALL SPACING <br />SE <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />CTION VIEW <br />SCALE: J" = 1'-0" <br />ON <br />F <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER 'x <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />� \ PROVIDE <br />\ / I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: J, = 1'-0" <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 />JOINT <br />_TO <br />)ISTS) u <br />11/ 2X STRINAR <br />2X BLLOCKING <br />PSON MTSi2 w/ ' <br />10d x 1 1/2"AILS <br />ZOR 32X BL05KING <br />RD <br />RISLN?_ / <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C <br />Nl <br />C o <br />Q d LQ <br />? W <br />ci a o <br />Cn <br />N <br />m <br />N C 6L tl <br />o <br />C7 N t <br />N <br />O> ou, Y <br />.r <br />ou o <br />a.d' W-m <br />t d <br />m CM <br />c E <br />m o <br />w <br />CM <br />0 <br />N <br />0 <br />:. <br />.� <br />4 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specMeations contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineer's signature and seal. <br />h <br />M <br />a s�r <br />v <br />or-f--R <br />v LU <br />Mc <br />Q <br />° a <br />LL U.13 <br />$ <br />O <br />19MIN 1 CV G <br />rnrn <br />m <br />W <br />M Z <br />IL <br />(q� w <br />U y <br />N <br />0 OU ❑❑❑ <br />Z <br />W <br />zo <br />—, — <br />d ,jy <br />13 <br />— N <br />(0 <br />LL <br />axJ <br />Q cnrl 16 <br />W <br />_w <br />v <br />O w g <br />Ul m <br />YZ <br />Uj <br />• <br />Q <br />a <br /><� <br />Qc~ <br />c <br />c75 <br />� <br />L <br />E <br />Fo <br />� <br />oLL <br />o <br />a <br />°Of <br />rod <br />KV <br />�� <br />Q I_ <br />�0 <br />rZ <br />Z <br />W ry <br />t <br />3 <br />a <br />W0 <br />� <br />W z <br />W� <br />�E <br />0 <br />z <br />z <br />J <br />� <br />aw <br />0 i <br />W`� <br />3 <br />a ^ <br />8 LL <br />go <br />RW <br />~ <br />m <br />Jz <br />a� <br />�F <br />yO <br />cFi <br />�Ia <br />°z <br />c <br />0 <br />B <br />'L <br />O <br />rn <br />0 <br />LO <br />Co <br />N a <br />LLO <br />_ <br />Q <br />jLO <br />(� to <br />N <br />f'- <br />a--i O <br />}, <br />Y O <br />CO). <br />M <br />0 <br />Nid <br />L <br />W <br />Q r- <br />r <br />E <br />LO <br />Ln c0 1* <br />z° <br />cc <br />z <br />� N <br />E (� d <br />`m <br />n� <br />E <br />0 -1 ¢ o <br />c <br />� <br />JOB <br />NO: 23-03654 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />