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Uj <br />C) <br />C14 <br />IM <br />C'4 <br />z <br />V_ <br />C/7 <br />E <br />CL <br />iff <br />29 <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x I I <br />JVL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2X4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH <br />GER <br />INTO STRINC <br />I-Ni I D <br />3H <br />--,--2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (116) 1 Od NAILS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCAL­E­T"=1'-0�' <br />E <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 />r-e%r'% M1 ^r— A k 1r% 11"NI Ik I I k 1r—r%r`%R A A 'rl ONK I <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />FLOOR <br />JOIST <br />SYP <br />2X8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F1 <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER:7x <br />2x4 CUT ON BEVEL. <br />DOES NOT BEAR IN <br />WALL <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />F_ I I <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER\--�v-� (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />CTION VIEW "All <br />SECTION VIEW "B" <br />SCALE: 1 V-10" SCALE: 1 1'-0" <br />GINA THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN J" <br />1-1 "_/ / // <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—lx4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />—2X8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Eit <br />I H I I <br />----2x4 BLOCKING FOR 2x12 <br />r2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />OVIDE MOISTURE, <br />PROTECTION <br />PROTECTION <br />ATTA H A OMPONEN TS <br />ATTACH ALL COMPONENTS <br />C LLC <br />OF STAIR TO CONC. W/ 4" X <br />ONC . W/ i. X <br />2 t'TAPCONS @ MAX. 32" O.C. <br />T P 0 9 @ MAX - 32" 0. C. <br />—ATTACH ALL COMPONENTS <br />1x4 GLUED AND <br />x U <br />OF STAIR TO CONC. W/ 4" X <br />NAILED TO STRINGER <br />OST <br />2 J" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />G-1 <br />TOP OF <br />STRINGER <br />C� <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A�35� <br />CH <br />OR LSC EACH <br />2x4 PT UNDER 2x12 <br />/ <br />Z N� <br />E>< <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" SECTION VIEW "Ell <br />SCALE: 1 V-10" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x YP CUT TO FIT <br />BEARS IN WALL <br />I <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL- <br />SCALE: 1 V-0" <br />NGER <br />FAI <br />3LUED <br />NAILED <br />SECTION D-D <br />--3/4 <br />PLYWOOD <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 1 Od x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />--2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED--\ <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />I ItQx8 SYP DRYWALL STOP MUST <br />L/NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />IX4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: V-10" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />V <br />SCALE: 1 V-0" <br />H 2x4 SYP I BLOCKING <br />FOR STRAP <br />Vzd <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />L/\t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1'-O'� <br />F <br />-2x4 <br />ST( <br />2x4 <br />SCALE: I"= V-0" <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 />11C11 <br />SECTION VIEW <br />SCALE: 1 1 1-01, <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />OR 1 t'X16" LVL <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST. <br />SECTION VIEW "G" <br />SCALE: 1 V-10" <br />SECTION VIEW <br />F� <br />SCALE: ill= 1 1-01; <br />7�7 <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />AD NAILED TO <br />WALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />2X STRING� R <br />2X B CKING—,\ <br />I <br />PSON MTS 2 w/ <br />1 Od x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />RIES <br />ECTION VIEW "H" <br />SCALE: 1 V-10" <br />coll <br />L_j <br />iz <br />CP <br />C-4 <br />0" <br />Cn <br />to C�4 <br />LL_ C.1- <br />cc C= <br />C <br />6 <br />CC <br />0- <br />ce> <br />C1,11 <br />CIO <br />2 <br />Cl> <br />C> <br />/v <br />0 0 <br />N 'j <br />C, -r <br />o i-- <br />"0 /.�' . "/% <br />6\ z �' -, A/ <br />*-..0 <br />pill- 1;11%1 <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 />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />immom <br />MF <br />E 8 c,4 <br />. <br />EP <br />u- <br />W <br />is J3 U 'W' 0 , <br />. <br />got .6 's. <br />, 9 <br />a 1 0 <br />— � a) 0 <br />z W OR <br />11 <br />13 <br />4- 00 <br />i ; 2" N (0 X1 uj < <br />W F­ - m <br />� <br />W 8: 0)0) r <br />z co 0 0 W <br />LO z 0 <br />IL <br />04 <br />z 00 U <br />W <br />27 F�_ � <br />< <br />U) V) <br />'I <br />Co <br />(D <br />0 Lu <br />Ul <br />ca-_ <br />V1 ZD <br />YZ <br />Cn <br />.6 <br />F_ <br />as <br />U <br />01- <br />< <br />oil <br />C" <br />z <br />C-11 <br />< <br />__j <br />E <br />rA <br />t' <br />i HN <br />E 0 <br />< <br />Q <br />E <br />20. <br />" <br />so <br />Do <br />0 <br />zQ:' <br />2! <br />z <br />ims <br />02 <br />z <br />2 <br /><0 <br />'00 <br />z <br />'0 <br />E 'x <br />.0 C) <br />12 <br />_j <br />0 <br />9 <br />T <br />0 <br />0 <br />co LO <br />a <br />L0 <br />cr - - 8 <br />-6 <br />CN <br />_j <br />ch .2 <br />M <br />0 <br />LID <br />U- <br />rl- <br />co <br />C) <br />cc <br />C-) <br />00 <br />LO <br />CV) <br />01 <br />E <br />(D <br />0 <br />z <br />cc <br />z <br />E <br />M <br />r_ <br />E <br />0 M <br />C <br />JOB <br />NO: 23-02469 <br />SCALE AS NOTED <br />SHEET NO. <br />ST <br />