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_ 1 ", LL_ll .W.I —, 111 712 r - - P I I II I 1 II 1 1 I. <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 />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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT/ <br />STRINGER CONTACT <br />POINTS <br />E-� <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />�`tW 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: i" = 1'-0" <br />VVHLL <br />,FA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT I 1 <br />4RS IN WALL I I <br />2x12 SYP <br />BEARS IN WALL I I <br />—2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON IM 2S NAILS <br />AT STRINGER CONTACT POINTS <br />�I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-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 />3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN <br />AND i" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER ' <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />- <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP / <br />i <br />,,r2x8 SYP DRYWALL STOP <br />MUST <br />NOT STRINGERS / <br />----Qx4 BLOCKING FOR 2x12 / I <br />—2x4 PT UNDER 2x12 C I <br />1 ROVIDE MOISTURE <br />\ PROTECTION <br />L?ATTACH ALL COMPONENTS <br />/ TAIR TO CONC. W/d' XAPCONS @ MAX. 32" O.C. <br />"—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ I" X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />GA - - - SECTION VIEW "C" <br />/ \ SCALE: 1" = 1'-0" <br />/ TOP OF I \ <br />/ 61, \ STRINGER <br />� TREAD <br />1x4 GLUED AND NAILED TO STRINGER �� <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1 = 1 -0 <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED <br />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 -ATE <br />STRINGER CONTACT <br />POINTS <br />L `f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />ALUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />_ SCALE: i" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C NOTE: 2x8 / <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER "X <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SE <br />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />/ I <br />1 <br />0 <br />(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <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 <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />CTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />_ SCALE: i" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />ALL JOINT <br />BALL TO <br />R JOISTS) <br />FUD NAILED AND <br />) TO TOP PLATE <br />JT INTO RIM BAND, <br />) AND NAILED TO <br />NG WALL BELOW <br />.L POST LET INTO <br />'LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />=LOOR <br />TRUSSES <br />ALL JOINT <br />JALL TO <br />R JOISTS) <br />H <br />2X BI <br />IIOCKING 2X STRINAR <br />SIMPSON MTS{2 w/ ' <br />(14) 10d x 1 1/2" AILS <br />R <br />3 D D OR C2XBL05KING <br />RISER <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />M <br />N <br />a <br />' N <br />C� <br />Q > w <br />1 C. <br />C A U M <br />N N � <br />c <br />w "Is, r <br />c � <br />eo 0 <br />d, U <br />n <br />i <br />cV <br />1. <br />D'q <br />-- U `%0 X� . <br />W <br />t41 <br />.•• <br />��� F L <br />0�� <br />rurrnlnt��ee <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 Flonda Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N sm <br />C N � <br />O 93 — <br />?' M r,ai � # <br />co -l:r z5Z5 # LL <br />C -j LL S LL W <br />.- LL SS a <br />p <br />;I <br />N <br />W � a) <br />W _ m <br />2 ° NZ° a <br />LL J <br />N J <br />OU <br />= <br />W kt 00 <br />C9 z <br />zz <br />Z N M <br />1 � S <br />N <br />U) <br />In <br />CD o <br />4-J L LL <br />w <br />n m <br />U <br />0 p <br />LL R <br />N .) <br />c� <br />w <br />J E <br />I <br />r <br />_ <br />CD <br />co <br />M <br />1 <br />M <br />J <br /><L <br />E <br />3p <br />o <br />GF <br />z O <br />k"i <br />oa <br />@� <br />`E <br />�o <br />�� <br />�a <br />0 <br />oa <br />Z— <br />� <br />N <br />$g <br />rz <br />00 <br />N <br />o <br />z <br />a <br />cn <br />u � <br />q�w <br />ao <br />V <br />W}ET <br />V <br />' ¢ <br />� tr <br />? <br />a ¢ <br />5 <br />O <br />v <br />O <br />ACV <br />>M <br />I <br />n <br />rn <br />ca <br />O <br />O <br />J <br />i <br />LO <br />00 <br />C <br />T— O <br />1 <br />''- <br />a. <br />O <br />CD <br />U) <br />Co <br />O <br />cto <br />°° CL <br />a <br />Q <br />�-'� <br />+j <br />CV <br />~ <br />N <br />r. o <br />a) <br />� <br />O <br />Ln <br />O <br />Q d' N <br />LC-) <br />m <br />Ci./ O r <br />Z <br />Z <br />E <br />c <br />ro <br />a <br />E <br />U -j q 0 <br />JOB <br />NO: 22-12492-12489 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />