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3c <br />I <br />ra <br />N <br />I <br />NO <br />0 <br />Cr <br />0 <br />a <br />ca <br />0 <br />CV <br />I <br />O <br />cV <br />0 <br />J <br />0 <br />I <br />N <br />r^ <br />O <br />Cn <br />M <br />I <br />N <br />co <br />i <br />M <br />0 <br />C <br />Cr <br />0 <br />0 <br />CV <br />0 <br />J <br />Li <br />0 <br />1 <br />0 <br />I <br />Cr <br />v <br />C <br />rn <br />0 <br />Q <br />v+ <br />c <br />3 <br />r•M <br />0 <br />i <br />a <br />FT <br />O <br />`o <br />c <br />c <br />rz <br />U <br />J <br />w <br />LTZ <br />NM <br />O <br />M <br />�i <br />0 <br />d <br />M <br />0 <br />LO <br />4? <br />a <br />Y <br />Q <br />M <br />Uj <br />m <br />v <br />a> <br />a <br />v <br />N <br />SCALE: " = V-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 />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS / <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\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT <br />POINTS E� \ <br />L`f2x'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 />H SECTION VIEW <br />SCALE:" = 1'-0" <br />VVALL <br />f—A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />1J41) <br />>YP CUT TO FIT 1 ' <br />%RS IN WALL I <br />--2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON1MT2 12 w/ <br />/ AT STRINGER CONTACT POINTS NAILS) <br />(IEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <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 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER-// <br />r <br />7� I SIDE) 70 BOTTOM EDGE OF 2x12 <br />STRINGER <br />STRAP GLUED TO / / \ <br />—2x4 DRAFT RISER AND TREAD <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I f / 1 <br />-I--2x4 BLOCKING FOR 2x12 �/ I <br />2x4 PT UNDER 202 I <br />ROVIDE MOISTURE <br />\ PROTECTION <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/ 4" X <br />2 " TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J' X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ <br />G-1 _- --- <br />TOP OF ' \ <br />STRINGER <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />�N PER CONTRACTOR <br />PROVIDE <br />I BLOCKING <br />I 1 STRINGERS G <br />I 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 (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU NAILS)d x 1 1/2" <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" SECTION VIEW "E" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />/ 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />J <br />SCALE: 1" = 1'-0" <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />� 1 <br />H <br />N SECTION VIEW <br />SCALE:' = 1'4" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />`2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />�\ // <br />L (2) LAYER" EDGE GOLD <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />OR 1"X16" LVL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION <br />VIEW "G" <br />SCALE: 1" = V-0" <br />rLwo <br />CTION 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 ANC <br />NAILED TO JOIST. <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <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) u <br />2X STRINGER <br />2X BLOCKING <br />PSON MTS J2 w/ I <br />10d x 1 1/2"AILS <br />\D OR V2X BLOCj�ING <br />AD � <br />RISC <br />VARIE Ar <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />e+a <br />N <br />N `1 <br />c <br />M <br />m is <br />ri7 <br />a• "' <br />m <br />N 10 O i <br />y O G <br />4 � N Y <br />> E s <br />CD a <br />ZZa _ <br />: <br />iv a, m � <br />ca as <br />c <br />cy o <br />¢ CJ <br />L <br />v • �v <br />' w <br />• <br />cn <br />J �J ` •N� <br />FLO <br />..�, <br />4 �Y <br />P` ti4 <br />a aai1�9 <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 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 />a <br />g 8 S <br />ti <br />J J <br />Y 6_" <br />LL U. <br />ip <br />M v of a <br />u_ a <br />C <br />U. 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