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3 <br />-b <br />L <br />v <br />CN <br />N <br />2 <br />Lo <br />ra <br />0 <br />t <br />0 <br />0 <br />J <br />CID <br />ra <br />Lo <br />to <br />0 <br />I <br />I <br />O <br />0 <br />I <br />O <br />LO <br />Ln <br />co <br />0 <br />cc <br />L0 <br />iF <br />SCALE: " = V-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 GLUI <br />NAILED MATCH NOS <br />OTHERI <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_\ <br />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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />E \ <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />/\ SECTION VIEW <br />o� <br />MALL. <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />ZA <br />SYP CUT TO FIT 1 1 <br />4RS IN WALL I I <br />2xl2 SYP <br />BEARS IN WALL I <br />—2x6 SYP <br />J <br />2x4 SYP BLOCKING / <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE AND MTS12 w/ <br />/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />NAILS) <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <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" <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER-,,,,4 <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 � I <br />F-2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE ' <br />PROTECTION <br />LIAACH ALL COMPONENTS / <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/a' X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <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 />STRINGERS <br />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)1Odx 1 1/2" <br />MTS12 w/ <br />D NAILED TO FLOOR WITH GLU NAILS <br />STRINGER CONTACT POINTS ) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = T-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />xl2 SYP <br />9 T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />INGER <br />GLUED <br />> 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 <br />2xl2 <br />STOP <br />TREAD <br />GLUED <br />AND <br />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE- <br />AT STRINGER CONTACT <br />POINTS <br />J <br />C� <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />`-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4`GLUED AND NAILED TO STRINGER <br />\ -KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: V = 1'-0" <br />E SECTION VIEW <br />SCALE: 2" <br />-3/4 PLYWOOC <br />ON DECK <br />--2x8 SYP GL <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C _ram NOTE: 2x8 ' <br />\ DRYWALL STOP / <br />NOT SHOWN / <br />STRINGER— <br />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" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ / PER CONTRACTOR <br />;A <br />_ '--(2) LAYER a' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 2"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: V = l'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL 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 />H <br />2X BLII <br />OCKING <br />2X STRING�R <br />PSON MTS12 w/ <br />10d x 1 1/2"AILS <br />\2,ND OR <br />AD <br />2XgLOC)fiNG <br />RIS�2 <br />VARIE <br />/ <br />ECTION VIEW "H" <br />SCALE: 1" = 1'4" <br />(y o <br />Y � o <br />;- <br />o w o- <br />`' <br />0- <br />si <br />Co W N <br />c <br />'9 <br />O id <br />=' 3 1 m <br />8F�t�lit. <br />6 t <br />,y.a <br />J <br />e � as \�.,,) . � ^-• <br />FLO <br />TT �p <br />y- �`. <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F- o E <br />5 � 6) S <br />0 <br />�-� <br />NM LL <br />Q C J V W <br />u_ <br />ci U LL 555 n. <br />Z r c z <br />yA-� <br />Cy CO o <br />v. <br />W U) <br />tgj <br />L Z N c) d <br />< <br />= OU U <br />W ❑❑ <br />z N M <br />o� <br />z o <br /><C <br />J <br />N <br />M <br />N z <br />UI o <br />(D <br />4-1 <br />f>3 w <br />U <br />0 c 8 <br />U <br />m� <br />w m <br />J E <br />z <br />Q o <br />N m <br />r• <br />o <br />CID <br />J <br />w <br />M <br />zz <br />o <br />z <br />Z <br />O <br />Z N <br />o <br />E <br />W <br />❑a <br />X V <br />0 U <br />U <br />UQ <br />O � <br />N ~ <br />a <br />' � Z <br />o <br />G <br />W Z <br />rr W <br />L <br />(� <br />=3m <br />_ C <br />O <br />z <br />y <br />U <br />m, <br />O <br />BE <br />Zr <br />z <br />v7 J <br />a" <br />¢z <br />�0 <br />N <br />¢ <br />U <br />I W <br />W <br />) <br />wz <br />< <br />oCD <br />(O <br />� <br />OK <br />ZQ <br />�o <br />a x <br />U <br />Uri <br />c <br />o T <br />i <br />> (n <br />rn <br />cc <br />O <br />Ln <br />~ <br />N <br />O <br />0 <br />T <br />co O <br />Ob <br />Co <br />Crie <br />o <br />Cif <br />r <br />rm <br />V J <br />Q <br />� <br />LO <br />O <br />O <br />N <br />Ln <br />d- <br />Q Q <br />Eo <br />D 00 <br />6 <br />z <br />N <br />(0v` <br />c <br />IL <br />2c <br />cc <br />U _j Q 0 <br />� <br />JOB <br />NO: 22-06569-06566 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />