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_.1 11. l _ I L _ _ _ ._ _ _ _1_ <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 />13/4x11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER—�1 <br />I <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 I1 F 2x8 <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING 8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />16- <br />D <br />2x8 BLOCKING FOR STRAP 2x8 SYP <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-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 />2x8 <br />SYP <br />rA <br />ALIGN THIS STUD WITH <br />�( FACE OF 2ND RISER <br />2x SYP CUT TO FIT \ <br />BEARS IN WALL I <br />------2x12 SYPB Lj <br />BEARS IN WALL' <br />—2x6 SYP / \ <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 \ (14) 1Od x 1 1/2" <br />SECTION VIEW "A <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT rSTRINGER <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 j <br />STOP / <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS / 77 <br />I I <br />—2x4 BLOCKING FOR 2x12 / I <br />x4 PT UNDER 2x12 �,% ' 1 <br />\ JMOISTUREPATTACH ALL COMPOF STAIR TO CONC.\2 t" TAPCONS @ MA` ---ATTACH ALL COMPONENTS 1x4 GLUED AND/ <br />OF STAIR TO CONC. W/4" X NAILED TO STRINGER / <br />2 4" TAPCONS @ MAX. 32" O.C. \ <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 6'e <br />G. ,- <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER / \ <br />\ 2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT / STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BEAR I <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />— 2x6 SYP / \ _ <br />/ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />/ 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od x 1 1/2 MTS12 w/ NAILED TO SUPPORT <br />NAILS) <br />f AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3 <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />/" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />s-- 2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />NGER <br />SLUED <br />NAILED <br />C0 <br />\ ---- _ ---- / <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />/ GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />I/ 1 <br />-(2) LAYERt' 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 />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />BLOCKING <br />SCALE: V = 1'-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 />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 />IBEVE <br />...DRYWALL JOINT <br />16" LVL (DRYWALL TO <br />T ON COVER JOISTS) <br />SECTION D—D GLUED H <br />AND NAILED T <br />2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" LVL <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2-2x3/4 PLYWOOD 1 3/4 PLYWOOD SYP B 2X STRING R <br />2X BLOCKING <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK ON DECK BEAM <br />BEARING SIMPSON MTS 2 w/ / <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H (14) 10d x 1 1/2--- NILS <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED 2x4 SYP BLOCKING x8 SYP GLUED 2x8 IN WALL <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP / AND NAILED TO SYPp OR 2X BLOC�ING <br />/ FRAMING (SIMPSON MTS12 w/ FRAMING GLUE `` <br />(14) 10d x 1 1/2" RI <br />NAILED STRINGER S* <br />2x4 DRAFT 2x12 NAILS) / 2x4 DRAFT AND <br />VARIES / <br />STOP TREAD STOP TO <br />2x12 TREAD GLUED FRAMI <br />GLUED AND AND NAILE SECTION VIEW "H" <br />NAILED <br />2x4 BLOCKING SCALE: 1" = V-0" <br />2x 2x <br />DRAFTS P DRAFTS P <br />2x4 PT NOTCHED INTO id 2X4 PT NOTCHED INTO <br />x8 SYP DRYWALL STOP MUST 2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERSNOT TOUCH STRINGER AND TAPCONED STRINGER AND TAPCONED STRINGERS NOTE: 2x8 <br />/ x/GLUED AND NAILED TO STRINGER INTO FLOOR WITH GLU INTO FLOOR WITH GLU DRYWALL STOP <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT \ NOT SHOWN SECTION VIEW <br />POINTS _ 1x4 GLUED AND NAILED TO STRINGER POINTS ,,FOR DRYWALL SPACING / F <br />E FOR DRYWALL SPACING SCALE:" = 1'-0" <br />H \ _ � / <br />SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS <br />H <br />SCALE: 4" = 1'-0" _ SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />N <br />N <br />C <br />!� o <br />� W <br />c mar <br />a- <br />.y l0 C ar <br />3 °! ar Y <br />d CL' c <br />'m c <br />m u . a <br />3 � <br />.� •°i � emu <br />c <br />�- U, ca <br />9OC•� }, <br />= is <br />a� <br />a <br />Cl) <br />0 <br />N <br />N <br />0 <br />>r <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. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W vE <br />tl0f rn'n4. <br />a <br />v) M v °' u0 - <br />�tLLL a <br />Z -v a <br />_ - <br />0 tr. <br />W 0 �NCD o <br />J <br />LLr°q <br />Z N M Z <br />Z OU 0 U) <br />W 00 <br />U R M <br />z N Q <br />z � tTXj <br />z � � <br />a <br />N <br />12 <br />N z 9 <br />Cz <br />� U o <br />W <br />V U- <br />U � a <br />O W g <br />('1 c y <br />� ~ <br />V <br />U <br />w � <br />0 <br />toQ <br />o <br />M <br />J�Z <br />w <br />Z <br />M <br />¢ <br />Q <br />G <br />CO E <br />o <br />Zg <br />14 <br />E o <br />oLL <br />Z® <br />F— 16 <br />�o <br />U <br />uo <br />_ <br />CD <br />U <br />F <br />U <br />Q <br />z <br />CO,� <br />�d z <br />w z <br />U.')Z M <br />az <br />.0 <br />mo <br />Z <br />(y <br />m J <br />y0 <br /><� <br />> z <br />EZ <br />g <br />o- <br />gz <br />a <br />W <br />�w <br />o <br />J Z <br />w <br />C9 r <br />�o <br />IIIIIIIII� <br />d <br />�d <br />ZIa <br />U 3 <br />y O <br />Ln <br />Q <br />m <br />m <br />T <br />co <br />� N <br />Ln <br />lo-. <br />Q <br />o <br />CrU J <br />N <br />Q" <br />U) C <br />~ <br />to <br />L sn <br />O LL <br />N <br />� <br />CIO N <br />m <br />E <br />c T N <br />Z <br />l0 <br />Z <br />E NCn <br />C <br />a <br />E <br />JOB <br />NO: 23-04652 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />