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Cm <br />x <br />w <br />I <br />i' <br />m <br />coo <br />E <br />rr <br />a <br />V) <br />00 <br />N <br />0 <br />CO <br />00 <br />O <br />I <br />N <br />0 <br />-d� <br />Q <br />/ <br />N <br />0 <br />d- <br />E <br />ca <br />E <br />0 <br />`v <br />C <br />U <br />co <br />LZ <br />E2 <br />U <br />0 <br />C <br />U <br />i <br />U <br />.0 <br />O <br />U_ <br />i <br />m <br />Z <br />i <br />v <br />J <br />tZ <br />N <br />N <br />r` <br />0 <br />O <br />N <br />0 <br />0 <br />0 <br />¢ <br />m <br />v <br />a� <br />v <br />SCALE: 2' = 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 GLUI <br />NAILED MATCH NOS <br />OTHER 1 <br />6' <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />7� <br />NAILED TO STRINGER \ <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />`f2x8 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 />V Vr%LL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />i <br />3YP CUT TO FIT <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP <br />f <br />9,4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wl / <br />/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />\ NAILS) <br />(IEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—314" RISER CUT TO FIT _STRINGER <br />MAINTAIN BETWEEN 4' <br />AND 2" 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 <br />STOP <br />—2x8 SYP DRYWALL STOP MUST \ <br />NOT TOUCH STRINGERS <br />i <br />4-2x4 BLOCKING FOR 2x12 cr, <br />I I <br />—2x4 PT UNDER 2x12 I <br />1 ROVIDE MOISTURE I <br />\ PROTECTION <br />LAACH ALL COMPONENTS / <br />STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/a' X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <br />/ TOP OF ' <br />/ \ STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />TREAD <br />�� <br />2x4 DRAFT <br />/ <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' STRINGERS <br />G <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER `x <br />\ <br />20 SYP BLOCKING <br />OPTION: 2X4 CUT ON <br />FOR STRAP <br />BEVEL GLUED AND <br />4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />NAILED TO SUPPORT <br />D NAILED TO FLOOR WITH GLU <br />(14) 10d x 1 1/2" <br />NAILS) <br />W/ SIMPSON H3 — <br />STRINGER CONTACT POINTS <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 />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4' <br />NGER <br />GLUED <br />NAILED <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 />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />.V <br />�J <br />2x4 SYP''BLOCKING <br />�ZAZ <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />\ lJW A <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4'/GLUED AND NAILED TO STRINGER <br />\ .KOR DRYWALL SPACING <br />H <br />SE <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE: ' = 1'4' <br />-3/4 PLYWC <br />ON DECK <br />2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKI <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS- <br />\ PER CONTRACT <br />/ V <br />1 <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 1"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />L POST LET INTO <br />,LOCK <br />IDE <br /><ING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />) I STS) <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 STRINAR <br />2X BILOCKING <br />PSON MTS' 2 w/ 1 <br />10d x 1 1/2" AILS I <br />3 OR 2X BLOCKING <br />3F�D <br />RISLW / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />eon <br />c+� <br />C <br />; <br />CM - <br />d� <br />�! W <br />C3 E _ <br />r" o <br />aL <br />c ea : ca � <br />-- m �c <br />72 <br />N Z3_ N -� <br />3 d <br />� . c.i • 3 ca <br />T �. <br />sy cs <br />N%0 i1011tEtAd <br />WA <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. 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 />00 <br />W <br />E <br />1` O N OU <br />N O <br />0 C co � <br />0 <br />w r to J <br />yl M ut <br />Q C J U_ W W <br />J W W �- <br />Z mC� <br />0 `Ls <br />W m <br />co O <br />4Uf' Z N Cl)z Q F <br />0 <br />Z O V U 0 <br />IN ❑❑ <br />amillilillim <br />CD L <br />z N Cl) <br />o� <br />O Q <br />� ¢N <br />Q <br />d <br />N <br />M <br />� z <br />Q) U o <br />a--r cas <br />U —� <br />O <br />U <br />Lu <br />J <br />' �— E <br />�' Lbw — � <br />I <br />I,. <br />`� �S`' _ s <br />U o <br />(0®® <br />Q o <br />N vl <br />o <br />m <br />J <br />w <br />Mz <br />o <br />z <br />Z< <br />< <br />U <br />a E <br />Q O <br />E V <br />ao <br />sLL <br /><� <br />z© <br />oa <br />tco <br />CL <br />O E <br />Xg <br />o¢ <br />a <br />�° <br />a Z <br />Na <br />z <br />o wo❑ <br />'J L q <br />Z, cy <br />_ L <br />¢ <br />O <br />mo <br />o, <br />Zr <br />C, <br />s? j <br />o <br />w <br />z Z <br />a <br />-Z <br />U <br />a o <br />Q0 <br />tiER <br />O <br />¢F <br />}O <br />cfl <br />V' <br />ol¢T�3 <br />a x <br />C <br />C O <br />i <br />>Ul) <br />C <br />"It <br />a� <br />m <br />O <br />T_ <br />r <br />�� <br />a <br />fT <br />T_ <br />U) .Y <br />o <br />m <br />N <br />LO <br />M <br />� <br />CD <br />T— <br />CN <br />Q <br />T— <br />ai <br />w N <br />d <br />Z <br />Z <br />7 <br />N <br />O <br />C <br />d <br />U 0 Q p <br />C <br />a) <br />JOB <br />NO : 22-08306 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />