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m <br />LO <br />Ln <br />4 <br />V <br />J� <br />r� <br />Q <br />m <br />N <br />4 <br />LO <br />c <br />Qry <br />b <br />E <br />1.2 <br />22 <br />20- <br />i <br />�I <br />i <br />0 <br />N <br />Ln <br />t1 <br />N <br />rn <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 />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />FLOOR <br />JOIST <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 />D D WALL GLUED TO <br />I1 F 2x8 <br />SECTION VIEW "A" SECTION VIEW "B" <br />0 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />.--2x12 SYP <br />BEARS IN WALL <br />`-2x6 SYP <br />B-� <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN T' <br />~� <br />i <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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 \ x 1 1/2" <br />NAILS) <br />/ <br />2x4 UNDER STRINGER GLUED AND-7 <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTCH--, <br />INTO STRINGER <br />H t,D <br />L�1) I i 2x8 BLOCKING FOR STRAP 2x8 SYP <br />L--1 x4 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 />E: <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 />2x8 <br />SYP <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 />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />- ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />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. SECTION VIEW "C11 <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT <br />STRINGERS <br />G--L <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL E <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />SIMPSON A35 <br />OR LSC EACH <br />STRINGER <br />— 2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS \ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />CTION VIEW "D", <br />SCALE: 1" = 1'-0" <br />Z----t" PLYWOOD <br />x 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 />U <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />fs� <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 2x4 SYP BLOCKING <br />x8 SYP GLUED <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ <br />(14)14) 10d 10d x 1 1/2" <br />x4 DRAFT 2x12 NAILS) / <br />STOP TREAD <br />ED <br />GLUED AND <br />AND <br />NAILED i <br />NAILED—\ / <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO—., <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST NOTE: 2x8 <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT x GLUED AND NAILED TO STRINGER NOT SHOWN <br />POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING \ F <br />E FOR DRYWALL SPACING B _ SCALE:" = 1'-0" <br />�` � <br />SECTION VIEW <br />H H E SECTION VIEW STAIR CONSTRUCTION DETAILSSCALE: " = 1'-0" _ SCALE: " = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SECTION VIEW "E" <br />F <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <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 />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />MALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />RING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />✓ER JOISTS) <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 />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = T-0" <br />N <br />CND <br />N <br />O � <br />e o <br />a <br />O C ea C) N <br />� m x <br />N d O J <br />aV Y <br />d _© <br />? Cc .� <br />o E <br />� <br />o <br />a U <br />d <br />`E ••• <br />c�..1 • C� j' r•.' j� � <br />CG <br />2 r.\ r<' <br />la <br />v <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 An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />8 N <br />C <br />FA <br />,6 <br />M LL <br />(» � f•1 OQ _0 <br />� �tJiLL � al a <br />z ro� nw <br />Z a <br />0 <br />LLW 's�rn <br />Z 04 Cl) <br />N < <br />OU U <br />= <br />W 13 0 <br />z <br />Z� <br />Q� <br />V) <br />4--+ N <br />t'C3 w W <br />OW <br />' w � <br />U <br />Q W <br />_ <br />0 <br />s� <br />M <br />w <br />E <br />off <br /><0 <br />=o <br />w? <br />w¢a¢ <br />ZE <br />10 <br />�� <br />�UOgLL <br />z <br />N J <br />`� J <br />wUb <br />f ZW <br />8 <br />�z <br />WEE <br />�� <br />O <br />0.IF <br />y O <br />LO <br />M <br />m <br />'Q <br />M <br />T <br />N <br />Y <br />T <br />� m <br />N <br />m <br />tf) <br />-rl--r <br />L0 <br />04 <br />C� <br />i-- <br />p <br />N <br />Q <br />M <br />N <br />M `n <br />o <br />Z <br />C <br />q1tH <br />a a3 <br />C <br />a <br />iJ Q p <br />JOB <br />NO: 22-06457 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />