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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 />'s VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH---, <br />INTO STRINGER <br />H 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 7-7 <br />PLAN VIEW <br />SCALE: " = 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 />FOR RISE AND RUN INFORMATION. <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <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 />SE <br />CT I O <br />MAM <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 STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 RISER <br />�- <br />BEHIND <br />/ <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />/ <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 \ NAI S) x 1 1/2" <br />\\ NAILS) <br />CTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />V9 <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />tCOMPONENTS <br />IDE MOISTURE <br />ECTION <br />ZATTACH <br />J" X <br />2" O.C.ATTACH ALL COMPONENTS 1x4 G <br />20J" TAPCO S @MAX 32" O.C. \ NAILED TO STRINGER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G. 1 <br />TOP OF <br />STRINGER <br />STRINGERS <br />R4 E <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER NAILS) <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />/ AT STRINGER CONTACT POINTS \ NAILSS)) x 1 1/2" <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />614 <br />!fl-3/4 <br />PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <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 />H 2x4 SYP BLOCKING <br />x8 SYP GLUED <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />z"2x4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED --\ i <br />NAILED --\ <br />DRAFTSTrP urwr I J t r <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST-1 NOTE: 2x8 <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW <br />1x GLUED AND NAILED TO STRINGER <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT FOR DRYWALL SPACING NOT SHOWN F <br />POINTS x4 GLUED AND NAILED TO STRINGER POINTS <br />E FOR DRYWALL SPACING B —'�/ _ SCALE:" =1'-0" <br />H �' <br />SECTION VIEW SECTION VIEW STAIR CONSTRUCTION DETAILS <br />H E <br />SCALE:" = 1'-0" SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />ON <br />I <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = T-0" <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT, <br />/ (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <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: 1" = 1'-0" <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />L TO <br />)ISTS) <br />H� <br />:L POST LET INTO <br />(LOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <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 />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />H <br />H <br />Q0 <br />0 <br />Qom' <br />W <br />O <br />a <br />� ., <br />_. t! ca N <br />to � k a <br />' eo <br />c <br />-W cocc <br />y <br />ac <br />a, CL o, <br />E <br />cr o $ <br />u <br />3 3 co <br />ca <br />o= <br />� <br />V) p rJ <br />c E <br />n, o <br />ci u <br />4 <br />CM <br />0 <br />N <br />1 <br />o <br />•N <br />aye' `./ • \�•: ��,� •�� <br />i <br />ti <br />No PE 750 <br />or .......•'• , CP <br />`1 <br />-- "\%`1 <br />'rjr,f <br />J I <br />f! 1 t <br />To the best of the Engineer's 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 />to <br />W <br />a <br />E S N <br />o A8�k3v, <br />N 4 <br />(� <br />O c J <br />0 <br />L- W0 <br />- <br />a <br />a 4 <br />q <br />U u- <br />Z <br />_ o <br />j2 <br />W <br />c0 `4 G <br />W <br />'TY, d <br />k Z <br />z <br />L <br />w <br />N �zN� <br />z <br />t <br />O L)❑❑❑ <br />W <br />V M <br />N <br />z <br />z� <br />Q) <br />n <br />NCzZ <br />ai <br />_ c <br />LIJ <br />U <br />0 <br />Ln <br />C m <br />f6 <br />�- <br />W M <br />csas <br />Q � ' <br />o <br />z <br />as <br />u <br />(p <br />?0 <br />N <br />Q N <br />Cl <br />E �v <br />Z <br />ra <br />20 <br />g"�~ <br />�o <br />ZQro <br />co <br />N t <br />L <br />8 � <br />¢wo <br />W M <br />Mw <br />W. <br />ro <br />¢ o <br />m <br />z <br />� <br />�Z <br />_} <br />_ <br />_ <br />v <br />°I< <br />8 <br />� Oo_ <br />B <br />L <br />O ' <br />Y <br />rn <br />m <br />Q <br />c7 <br />: <br />co <br />Y <br />o <br />co`_ <br />LN <br />r <br />0 <br />Cn <br />U) <br />4- <br />0) <br />Ll7I <br />� <br />co <br />LL M <br />O <br />N <br />� <br />N <br />04 <br />Q <br />It <br />0 <br />T <br />m <br />C) <br />M <br />o <br />Z <br />Ecc N <br />N <br />a <br />v <br />�' <br />¢ o <br />JOB <br />NO : <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />