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— _ . _ - - ,. , e i I I _ - _ n — _ _ ., . , .. .. .,,.... .. _L 1. . . 1. - - - - - - _ 11 1-- 1 R'! , 1111, <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 />j 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 NOTC <br />INTO STRINGER <br />H Lj T 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" = T-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 />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 />I <br />I <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 />f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ _L4GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />JOIST <br />17111t7 <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />\ <br />�A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />T <br />I� T <br />--2x SYP CUT TO FIT 1 <br />BEARS IN WALL I <br />---2x12 SYP lo <br />BEARS IN WALL I I <br />'-2x6 SYP / A V. :FL <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER 7FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" <br />NAILS) <br />2x4 CUT ON BEVEL — — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i _ <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 T' <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 TD <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST \ <br />NOT TOUCH STRINGERS <br />1 I I <br />I �I <br />7 <br />-I-2x4 BLOCKING FOR 2x12 <br />T-2x4 PT UNDER 2x12 I <br />tCOMPONENTS <br />E MOISTURE <br />\ CTION <br />ATTACHS OF STAIX2 J" TAPO.C.—ATTACH ALL COMPONENTS 1x4 G <br />OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />x4 DRAFT <br />�,S <br />TOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' <br />2x SYP CUT TO FIT <br />I <br />1 STRINGERS <br />BEARS IN WALL <br />I <br />I <br />� <br />I <br />2x12 SYP BEAR <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />1 <br />STRINGER \f <br />2x6 SYP <br />/ <br />\ <br />SIMPSON A35 OR <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />LSC EACH <br />BEVEL GLUED AND <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU <br />\ <br />NAILS) <br />W/ SIMPSON H3 — <br />2x4 CUT ON BEVEL <br />/ <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />/ <br />WALL <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />ER <br />IED <br />,I LED <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 />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />'Vill, <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />\ j W A <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />.FOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = T-0" <br />E SECTION VIEW <br />SCALE: .11'= 1'-0" <br />:T► <br />F <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <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 />PER CONTRACTOR <br />PROVIDE <br />/ I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-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) <br />H <br />2X <br />2X BLOCKING <br />STRINAR <br />PSON MTSJ2 w/ <br />10d x 1 1/2"�IVAILS <br />t2X <br />3 D D OR <br />Fi� <br />BLOCKING <br />RISLN, <br />/ <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'4" <br />N <br />t,Cf <br />0 <br />CD <br />�; a i o <br />Z <br />CO V N <br />N G IL d <br />10 p a- <br />3"CU <br />M W <br />of C <br />� <br />3 3 � <br />7 .d L7 •i <br />i d C lr] <br />Vf d •Q <br />= E <br />a C <br />a f+ <br />`o <br />M <br />N <br />0 <br />N <br />v <br />E. <br />LEW <br />.�� Q� \•'' G•F�N • 6Lv <br />No P <br />7 0 <br />*� <br />�* <br />�: <br />Cr <br />3 ., STATE <br />OF :+ ; <br />., <br />A a r <br />To the best of the nteed9 <br />ge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />W <br />F <br />a <br />oE <br />M8�� <br />N <br />p <br />0)� C1 W J <br />.. 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