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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 P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />—2x8 BLOCKING FOR STRAP <br />L1 x4 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: " = 1'-0" <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 />C7nD DIQG Alklr) RI IAI IKIPr)?IUATInKI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />JOIST <br />STRINGER MUST MAKE FULL - <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />' F 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />`-2x6 SYP <br />B-� <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 314" RISER CUT TO FIT <br />STRINGER <br />_ MAINTAIN BETWEEN" <br />' <br />AND 4" 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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 \ NAILS) <br />x 1 1/2" <br />NAI/ <br />SECTION VIEW "A" <br />SCALE: 1 = 1 -0 <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 />E <br />SECTION VIEW "B" <br />SCALE: 1 =1-0 <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6's <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />C <br />2x4 PT UNDER 2x12 <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 <br />1x4 GLUED AND <br />4OF STAIR TO �" CONC. W/, <br />TAPCONS @ MAX. 32" O.C. <br />\ NAILED TO STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE — <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOSE <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />DETAIL <br />SCALE: 1" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION DEED <br />SCALE: 1" = 1'-0" <br />F0 t r aw�.nnvu <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />\ <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />G • 1SECTION VIEW <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />I�saIN==aS-"� G---6 <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />�- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW 'G" <br />SCALE: 1" = T-0" <br />PER CONTRACT <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 />SCALE: 1" = T-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) <br />L POST LET INTO <br />LOCK <br />I DE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />oil <br />�..-- <br />�P1 <br />�. <br />'� <br />I' <br />�I <br />1' <br />■��Iiiiiio.��iiiiiiilil�l <br />11 <br />1� <br />. - <br />- <br />III►,' <br />- _ <br />-. <br />III►, <br />�J <br />■11=II-1111 <br />ILI <br />OWES <br />0 <br />mii�m <br />mmd�l <br />2x4 PT NOTCHED INTO 1 <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />I `f2x8 SYP DRYWALL STOP MUST <br />IL/ NOT 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: i" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX/GL UED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />t SECTION VIEW <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />N : � <br />0 <br />-o • _ . <br />15 c <br />coo v c"-, <br />m �•c <br />_. to m C .. <br />N N O <br />> > c o <br />c E <br />e. w <br />­kkq0 <br />390 r <br />" <br />Lu <br />w <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 <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />0 <br />I&I S E <br />N <br />O <br />8V Pco <br />N N Or�D <br />di M OV �• LL <br />4C C J LL W <br />Qt_u- <br />Z a 3 <br />pan <br />o <br />m N <br />;; m 5 <br />W �gpjw <br />N "Z a <br />ILL Z <br />o c� <br />Z N <br />W ❑❑ <br />U <br />Z N <br />z� <br />z� <br />a <br />- N <br />T4-J <br />w LL <br />N <br />V — � <br />O C <br />�r <br />f6 <br />LU <br />L <br />C <br />S <br />�Op <br />M <br />Z <br />LL <br />f <br />o <br />wo <br />��I <br />oW� <br />>� <br />20 <br />a <br />E UO <br />0 <br />�a <br />0. <br />U~OZoU <br />CZ NC <br />dwo <br />¢� <br />0 <br />oZzQ <br />Jj <br />FZ <br />0 <br />o <br />a ZwW <br />o <br />`� <br />> <br />v <br />.5 <br />3 <br />0 2 O <br />i <br />LO <br />C <br />_LO <br />coco <br />i <br />CD <br />Cr <br />CD <br />r <br />VJ <br />tV <br />m <br />Ln <br />r <br />4-0m <br />4_j <br />O <br />0) <br />.� C) <br />,LY^ <br />J <br />N <br />Q r <br />r <br />d <br />E <br />.. <br />z <br />m <br />Z <br />2 <br />c <br />a <br />0 ¢ o <br />JOB <br />NO:. 22-06468 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />