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SCALE: 2" = 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 />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 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: 2' = 1'-0" <br />MALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2xl2 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4' <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 />3YP CUT TO FIT <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL B <br />x4 BLOCKING FOR Zx12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING IR TO CONC. W/ 4" X <br />2x4 PT AND NAILED HOD INTO OOR WTIH GLUE FOR STRAP CONS @MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2 OF S AATTACIIR TO CONC. WALL E NTXS 1x4 GLUED AND <br />/ \\ 2 4' TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER <br />f I E W "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = V-0" <br />---FALIGN THIS STUD WITH FACE OF 2nd RISER <br />---- <br />10 <br />G-1 <br />TOP OF <br />STRINGER <br />/ / 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT <br />STOP {'N <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />it STRINGERS <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />CTI ON VIEW "D" <br />SCALE: 1" = 1'-0" <br />/—�" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />xl2 SYP <br />IT BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 — <br />AT STRINGER CONTACT <br />POINTS <br />r_I <br />2x4 SYPBLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />L— JTI' 6LVUNIVo t <br />/ <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION <br />VIEW "E" <br />`f 2x8 SYP DRYWALL STOP MUST <br />1x4/NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />—�� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4' = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />2x8 SYP GLi <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2xl2 OR LSC EACH <br />STRINGER <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 <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER a" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 13"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 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 />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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OGKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAI LS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />y <br />��� <br />�C- C= <br />.oC-,D s` <br />yr ca c, <br />to -I* rm <br />us <br />W <br />cc <br />- "S <br />xa z <br />=: <br />.-t <br />W <br />rt:,a <br />CM <br />CV <br />O <br />N <br />ti <br />N <br />M <br />O <br />9� <br />7 IT <br />-s S.TA <br />Ca% i44 <br />t! <br />k t <br />.�ryi�lui �w�1i. <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 <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 />W <br />Q <br />E N <br />0 � U N n <br />N p W <br />" 0 <br />y1 � <br />w �s�CO <br />tli <br />a <br />0z <br />cq � 0 ° w <br />M 0 a a <br />J LL_ LL a L7 <br />z <br />0 <br />_ <br />@ern o <br />s co c p 0 <br />y y o OR 0 <br />R W <br />LL <br />ca <br />00 ¢ z <br />w <br />Z <br />O <br />N M V H <br />z <br />Z <br />OU ❑[�� <br />_ W <br />z N M <br />0 0 <br />� N <br />O <br />J <br />a- <br />(n <br />U0 <br />v <br />z tiCz <br />u- <br />� <br />U <br />O—� <br />V) <br />w o <br />N <br />Oft <br />) <br />mapw <br />U <br />8 <br />L <br />U =O N <br />0 <br />Mica <br />N � <br />M <br />M <br />J <br />Z 4 <br />o Y$ <br />w <br />Z <br />Q <br />LL <br />c <br />Z 0 <br />E U <br />z o <br />�o <br />s <br />>ry <br />Q� <br />Z® <br />❑a <br />H <br />0o <br />o E <br />d <br />o¢ <br />a= <br />o10 <br />&Z <br />K <br />L <br />ra <br />c <br />O <br />m J <br />w o <br />¢❑ <br />< <br />o U <br />m <br />m0 <br />o� <br />Z F <br />w <br />61 <br />2Z <br />o< <br />go <br />cn <br />M <br /><o <br />a <br />a' <br />CIOr <br />a 0 <br />v <br />0~ <br />o <br />0 <br />c O <br />Oca <br />rn <br />� <br />M <br />A <br />O <br />(.0 <br />6 Y <br />O <br />ate.. <br />N,^ <br />co <br />Y <br />-0 <br />th <br />O <br />-0 <br />O O <br />LO <br />N <br />Q <br />00 <br />00 <br />r <br />4i <br />E <br />(� <br />M N <br />co <br />o <br />z <br />z <br />E N <br />E <br />N <br />cc <br />cc <br />a <br />U -j <br />Q p <br />3 <br />JOB <br />NO: <br />23-00502 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />