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SCALE: J,, = 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 />6, <br />MALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 - " <br />�\ AND 1" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER / <br />2x4 BEHIND RISER j <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP j <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT Ile <br />NRS IN WALL <br />2x12 SYP R <br />BEARS IN WALL ✓ x4 BLOCKING FOR 2x12N—.q�::T <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W!4" XAND T NOT HEDTO F N OR WITH GLUEFOR STRAP TAPCONS @ MAX. 32" 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/ J" X NAILED TO STRINGER <br />/ 2 4" TAPCONS @MAX. 32" O.C. / <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'0 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G----L� <br />E2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />! PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-O" <br />•2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />I <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2X4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />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 />DRAFTS P <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: �' = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <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: 4" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCK] <br />C , <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />J <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS- <br />(2) LAYER 2" 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" = 1'-0" <br />F SECTION VIEW <br />SCALE: "' = 1'-0" <br />PER CONTRACT <br />El <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 />1 POST LET INTO <br />!LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 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 />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 />R <br />RR <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1 " = 1'-0" <br />t <br />cv <br />0 <br />N <br />� c <br />..� o <br />-o <br />� w <br />v� <br />Cn <br />CV <br />z,m�c <br />N � LL � <br />- Cc C= i <br />,n i V <br />N � <br />C2- <br />.a, <br />49 » ¢ <br />za <br />ci as <br />= E <br />� o <br />06- v <br />4aYr <br />r.�C1451 <br />t <br />a4 �rii• <br />'l'� <br />� �` `�ry�y <br />W <br />✓ i as <br />a�i 1r•�r:. it . AaW,��,'; <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 />0 <br />MEN v <br />N N <br />N <br />® 'S o o co <br />`b* 4 m LL ' a <br />t-ui 52 <br />Fi'S+ J W <br />A:_ ' <br />a O o <br />7 N O <br />Z � N Z Q J <br />ILW 0 2rn°' m w <br />Z N OU <br />dt 9� <br />o,} W ❑ ❑ <br />N O') <br />00 <br />� o <br />�J1 <br />Q <br />N <br />M <br />� z � <br />d--, <br />U <br />O„ <br />wrs <br />g <br />V) � Y <br />.) <br />E e J E <br />) <br />�¢C <br />t02 <br />ti <br />o <br />w <br />M <br />M <br />J <br />Z Q <br />o <br />55 <br />z <br />z <br />Q <br />05- o <br />E V <br />o0 <br />wz <br />Zo <br />oa <br />t-- ro <br />CL <br />o <br />V <br />O E <br />CDo <br />< <br />p ¢ <br />�z <br />C!� <br />-6 <br />¢ z <br />' O <br />0, <br />= <br />p U <br />ym <br />zF <br />m <br />0- <br />¢w <br />�z <br />Qo <br />U.)0� <br />T ? <br />p > <br />w <br />0 <br />az <br />NW <br />x F <br />CID¢ <br />o a <br />z <br />�w <br />x <br />Mj <br />> cvi <br />J <br />rn <br />m <br />m <br />i� <br />N <br />T <br />� r <br />Cfl <br />m <br />—_ <br />LO <br />O <br />O <br />LO <br />N <br />Q M -- <br />T <br />(M r' <br />o <br />z <br />CION <br />�; LO <br />Z <br />E r— N <br />f6 <br />c <br />@ <br />E <br />c <br />a <br />U � Q p <br />JOB <br />NO: 23-06108 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />-lam 7 1- -- - __--.- - - -- - , <br />w 1,�-. i. e, _.. �. ,.. a a I - <br />