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SCALE: i" = 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 />�nD DIQG AAIr) 01 IAI IAIS:nPRAATIr%KI <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 — <br />AT 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 />L/NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �' = 1'-0" <br />V VP%L.L <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN <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 />SYP CUT TO FIT <br />4RS IN WALL <br />---2x12 SYP oo <br />BEARS IN WALL 4 BLOCKING FOR 2x12 /� <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />2x4 SYP BLOCKING LAACH ALL COMPONENTS <br />STAIR TO CONIC. W/" X2x4 PT AND NAILED HEDTO FTO STRINGER\—c—Z WITH GLUE FOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ NAILS) / OF STAIR TO CONIC. W/ T" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />(I EW "A" SECTION VIEW "B" G . 1 - SECTION VIEW "C" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ SCALE: 1" =1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />TREAD <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP �� [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON <br />1Od N MTS12 w/ <br />D NAILED TO FLOOR WITH GLU AI S) x 1 1/2" <br />N <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = T-O" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />4 BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = 1'-0" <br />ER <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 />F., <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />SCALE: �' = 1'-0" <br />ON <br />F <br />F <br />Lx4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SIMPSON A35 <br />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 BOTTOM <br />NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />F-1 <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER t" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />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 R <br />VARIES <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />� <br />N <br />�, - <br />N <br />a `W <br />o <br />� o <br />LLj <br />,acr-x <br />LA- Cl- <br />ca v .. <br />v' o <br />d (aa <br />Q N <br />N a> <br />> u a <br />3 ca <br />w E <br />eo <br />c <br />0 <br />'go Wtv <br />F <br />VE'- <br />(2 <br />h <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 <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 seat. <br />0 <br />g <br />E <br />S �, <br />C <br />o <br />� _-� <br />!� <br />a <br />M C' LL <br />u <br />� <br />_. <br />0 0 <br />uu LL a <br />m a. <br />W <br />t <br />1°2o <br />m_ <br />W <br />o�T m <br />Z <br />I IL <br />co NZ d K <br />ZN <br />0� <br />N <br />V <br />z N M <br />(D <br />z� <br />z <br />c <br />QS_ <br />U) <br />i� <br />N <br />Z v <br />--9 <br />C1 <br />—j <br />L <br />W s <br />U.) <br />c <br />' <br />U o qyy� <br />Lv cp <br />• <br />� <br />Q u9 <br />M <br />�w <br />E <br />o <br />zo <br />oo <br />>p <br /><R, <br />ti.z <br />R8 <br />oa <br />00 <br />Z <br />OE <br />CD-rc� <br />ap <br />¢ z <br />o <br />m0 <br />AP fa <br />Cl)WW& <br />Z <br />z O <br />y <br />� 7 <br />O <br />Ito <br />�w <br />zIa <br />ax <br />0 3 <br />J <br />120� <br />L / <br />'^ <br />Y/ <br />rn <br />m <br />ca <br />Q <br />L <br />0 <br />� MO <br />CIO <br />Y <br />''^Q <br />VJ <br />m <br />m <br />LO <br />r <br />Q <br />� <br />� <br />N <br />� <br />I <br />N <br />N� <br />N <br />r <br />Y / <br />M <br />Q <br />M <br />r <br />6 <br />LO <br />o <br />ZE <br />c <br />r <br />E <br />Hm <br />w <br />c <br />a <br />ci 0 <br />¢ o <br />JOB <br />NO: <br />22-06467 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />