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iih <br />85 <br />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 />/g VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED F <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H <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 <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 />FLOOR <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 SECTI <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 />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl2 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND 4" 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 />g—� <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 />ON VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'9 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ T" X <br />2" TAPCONS @ MAX. 32" O.C. / <br />ATTACH ALL COMPONENTS \ 1x4 GLUED AND <br />OF STAIR TO CONC. W/T" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />G-1 SECTION VIEW licit <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G--6:: <br />R <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU NAI 10d x 1 1/2" W/ SIMPSON H3 — <br />AT STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED "PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />TFE�4 xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-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 />6', <br />3/4 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 <br />x8 SYP GLUED 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14)d x 1 1/2" <br />x4 DRAFT 2x12 NAILS) / <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED <br />NAILED <br />NAILED--\ <br />2x4 PT NOTCHED INTO \ 2x4 PT NOTCHED INTO <br />x8 SYP DRYWALL STOP MUST x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS STRINGER AND TAPCONED NOT TOUCH STRINGERS —� NOTE: 2x8 <br />INTO FLOOR WITH GLU INTO FLOOR WITH GLUE---"Lxo/GLUED AND NAILED TO STRINGER DRYWALL STOPSECTION VIEW <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACTNOTSHOWN - <br />POINTS x4 GLUED AND NAILED TO STRINGER POINTS p J'/ FOR DRYWALL SPACING F <br />E FOR DRYWALL SPACING B SCALE:" = 1'-0" <br />" � '' <br />H SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS <br />SCALE:" = 1'-0" _ SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER t" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.G. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />PER CONTRACTOR <br />a <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST6� <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <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 />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STR142X STRING R <br />2X B CKING__\ I I <br />— <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 />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />rh <br />N <br />tL7 <br />N <br />N <br />w� -o <br />4i j uJ <br />Q O L <br />ca. r o <br />C (6 CC1 X <br />N 1p C7 ►- <br />��o <br />d o a <br />tdeo>. <br />c E <br />io 0 <br />a � <br />Al <br />DNS•-'''' <br />.,�. <br />:0 <br />.N <br />v r <br />1 k-4 <br />.:. FLU w <br />rROFESSIO�\N`��. <br />'rI!,ff, t 6 9 t (�"���tlNO <br />To the best of the Engineers 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 is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />fA <br />a N A� <br />�o� R r's <br />LQ <br />R _° <br />0 J), C14 <br />0 <br />a LL LL a <br />LL <br />Re <br />Z L m °�' ° <br />ILLW�OYjO' <br />z Mz d J <br />N O U U <br />W ❑❑ <br />z <br />z� <br />Z� <br />¢V <br />�N z 8Co <br />4 <br />f0 w <br />�U <br />4 w s <br />�N �y N <br />r <br />ro <br />c <br />wa <br />U" E <br />8 <br />_ <br />cl <br />Q � W <br />0 <br />see <br />ti <br />z <br />M <br />0 <br />U_ <br />'i <br />oLL <br />} N <br />r <br />s8 <br />u <br />w <br />V <br />E <br />z <br />O) <br />i <br />a$ <br />ao <br />Ww <br />m� <br />C/:, C§ <br />�aEi <br />�8<� <br />oLL <br />z <br />�7 <br /><p <br />a0 <br />eU <br />�U <br />= <br />J <br />0 O <br />J <br />LO <br />^ <br />Y , <br />iT <br />2 <br />^ <br />Imo' <br />LO <br />�J <br />T <br />� <br />T <br />Y <br />.-- <br />U) <br />N <br />m <br />m b <br />Lid <br />L01 <br />* LL M <br />CD <br />ILO <br />to N <br />L f) <br />N <br />Q d N <br />r <br />E <br />}• <br />z <br />C <br />O 2 N <br />C <br />a <br />0 _j a o <br />JOB <br />NO: 23-00524 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />