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3 <br />2 <br />J <br />m <br />cV <br />L0 <br />v <br />v- <br />cn <br />O <br />O <br />J <br />to <br />N <br />0 <br />1 <br />N <br />m <br />L0 <br />N <br />X) <br />v <br />C <br />cn <br />O <br />Kj <br />J <br />rn <br />N <br />0 <br />I <br />N <br />L0 <br />v <br />V <br />O <br />vi <br />to <br />0 <br />C <br />E <br />E <br />O <br />L <br />O <br />y <br />J <br />N <br />LZ <br />In <br />U <br />v <br />0 <br />UI <br />U <br />0 <br />d_ <br />0 <br />0 <br />J <br />ti <br />N <br />O <br />0 <br />00 <br />0 <br />0 <br />a <br />N <br />0 <br />00 <br />v <br />0 <br />W <br />i_ <br />m <br />v <br />v <br />cn <br />SCALE: 3' = 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 0, <br />MALL <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 4" <br />AND 7' GAP TOP AND <br />BOTTOM, GLUED AND 77 <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 />5YP CUT TO FIT <br />%RS IN WALL / <br />—2x12 SYP BBEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 Cj <br />-2x6 SYP ROVIDE MOISTURE <br />PI <br />ECTION <br />L?ATTACH ALL COMPTS <br />2x4 SYP BLOCKING TAIR TO CONC.' XAND NAILED TO FLOOR WITH GLUE FORSTRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MA" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ NAILS) OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />/ 2 a" TAPCONS @ MAX. 32" O.C. / <br />f I EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING 121 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />3/4 PLYWOOD <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 />x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED i <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 7"' = 1,4, <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />-1 01 <br />0 <br />4 H 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "B" G.1 - <br />SCALE: 1" = V-0" \ <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OFF / <br />STRINGER \ f <br />TREAD V <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT =7 <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />---2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />L- 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />` <br />NAILS) <br />SECTION <br />VIEW "E" <br />2x8 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 />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />�I <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a'X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT, <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />- POST LET INTO <br />-OCK <br />DE <br />;ING <br />?X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <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 />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 ING <br />RIS R <br />L5j <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c <br />c, <br />Q <br />o <br />ICU LU <br />CD <br />•�.Y C�9 <br />6T;.3 <br />,� <br />tv <br />e:.: za •. <br />i.Y <br />M <br />0 <br />CV <br />00 <br />_o <br />,,.'opailR3ys:B.P <br />M <br />F�tr <br />v <br />v <br />87 <br />• �'� <br />G; o <br />`k,: <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />w; Vill <br />W <br />Q <br />d E $ <br />8 `o ti <br />N O J <br />.000N � LL LJL <br />0) <br />to <br />rr <br />M 0 a <br />a <br />ai <br />d ,yam' <br />JLLLL z <br />z <br />o <br />r m� 0 <br />W <br />j'Co NGO m Q <br />d z <br />r0 0) <br />z <br />IL <br />w <br />Z N 4 �U 2 <br />CO <br />a <br />N Q U U) H <br />OU ❑❑❑ <br />W <br />. <br />N M <br />z 0 <br />z o <br />� <br />J <br />ti <br />d13� <br />N <br />z <br />� <br />0 <br />� o <br />{-J <br />f6 <br />� <br />w <br />U <br />0^„�� <br />U ! <br />N <br />(6 <br />r— in <br />v <br />I <br />31, <br />v o �; <br />• <br />N m <br />0 <br />Jw <br />M <br />M <br />J <br />z0 <br />� � <br />LL E <br />mg <br />zo <br />>m <br />a� <br />E O <br />wz <br />ze <br />FT ns <br />XU <br />�V <br />b (- <br />O_ <br />�< <br />< <br />LOZ <br />LE <br />r <br />ro <br />° o <br />w0 <br />Q <br />wz <br />� <br />6� <br />¢ o <br />�_z <br />W <br />m <br />o° <br />Z <br />J <br />aw <br />z <br />¢ <br />go <br />W <br />� <br />� <br />dz <br />FH <br />j0 <br />�z~� <br />x <br />M <br />v <br />of << <br />dH <br />3 <br />0 <br />O 2 <br />i. <br />I\ <br />L0rn <br />LO <br />Q <br />0 <br />H <br />CM <br />co <br />O <br />j O <br />Q� <br />O <br />Y <br />v J <br />m <br />m <br />LO <br />T <br />}j <br />Cn <br />2 M <br />0 <br />LoI <br />-0 <br />LO N <br />LO <br />L C� <br />CV <br />Q <br />co p <br />�-- <br />E <br />T <br />co �j <br />o <br />Z <br />N <br />Z <br />:3 <br />E O <br />`° <br />c <br />CcE <br />o m <br />a <br />U _j <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />I <br />1--F — — - <br />i�71 � T- i — - — <br />- - -- -i r r - r <br />