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00 <br />N <br />0 <br />o^o <br />N <br />0 <br />h <br />0 <br />S= <br />S' <br />3 <br />N <br />N <br />E <br />LZ <br />— <br />J- <br />V <br />CL <br />N <br />5i <br />�i <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 11_ <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH—, <br />H INTO STRINGER D <br />--2x8 BLOCKING FOR STRAP <br />L--1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: T = 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 />rnP'% r11P\r ALIT% P%I ILI 1\Irr%M1AA'r1r%L1 <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-AX <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />2x8 SYP DRYWALL STOP MUST <br />VNOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: � =1'-0" <br />JOIST <br />0 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FI <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 SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER / <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl2 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN k <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 />/Z <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />PT NOTCHED INTO STRINGER <br />2x4 SYP BLOCKING ` <br />FOR STRAP <br />/2x4 <br />AND NAILED TO FLOOR WITH GLUE <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS <br />(14) 10d x 1 1/2" NAILS) <br />/ \ <br />CTI ON VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�9 <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 202 �J <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/}" X <br />2 TAPCONS @ MAX. 32" O.C. / <br />ATTACH ALL COMPONENTS \ 1x4 GLUED AND <br />OF STAIR TO CONC. W/ I" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />TOP OF <br />STRINGER <br />STRINGERS <br />G­4� <br />R E2x4 BLOCKING FOR 2x12 SIMPSON, 35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />\ JjJ <br />CTION <br />VIEW "D" <br />SECTION <br />VIEW "E" <br />BULLNOS <br />SCALE: 1" = 1'-0" <br />/—" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />xl2 SYP <br />4 BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS <br />.1 <br />0 <br />4 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />H <br />L/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />—�/ FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C —� NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <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" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />O <br />�C �v 26•" <br />- U <br />elo pF� <br />o,� P <br />�� <br />-' FAQ .•' <br />co <br />��'i•, O''ESSIO���� <br />�\ <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 2017 Florida Building Code - <br />Resldential 0th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />♦, <br />C� C pNp LL <br />IAA <br />NP_ u LL a <br />aw <br />c�LLu: f a <br />Z <br />a' <br />tm� o o <br />dim <br />f6 N <br />W <br />�T0) JQoa <br />_ <br />IL IL <br />� N2Qpy <br />MQ <br />W <br />N UF-� <br />� V ❑❑❑ <br />z <br />z� <br />Z <br />a _ <br />a <br />U) <br />v�C1 <br />QX <br />2 <br />l 0•U <br />Ow <br />M <br />� <br />c s, <br />as <br />�U., <br />� <br />M <br />W <br />Q <br />J <br />o <br />W' <br />� <br />zo <br />z <br />t`6 CL <br />N <br />S <br />z <br />z <br />��. <br />wO <br />�� <br />a <br />'0 <br />c <br />�'ti <br />g <br />ZN� <br />3 <br />8 <br />�z <br />W <br />.3 <br />�W <br />JC <br />CD <br />o <br />CV <br />124 <br />> Lf <br />E <br />^L' <br />O <br />,W <br />.= <br />to <br />O <br />LO <br />'� <br />tD <br />0) <br />.� <br />J 0O <br />r <br />N <br />= � <br />r <br />E <br />Z <br />c, <br />N r <br />Z <br />E Q <br />E <br />U <br />v :3 <br />� <br />c <br />a <br />_j <br />¢ p <br />JOB <br />NO: <br />20-6578 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />