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On <br />v <br />S <br />m <br />00 <br />0 <br />L <br />v <br />cn <br />0 <br />a <br />J <br />N <br />CD <br />CD <br />I <br />i <br />m <br />ca <br />LO <br />rn <br />vv <br />C/) <br />0 <br />Q <br />r` <br />J <br />N <br />0 <br />0 <br />tn <br />Cr <br />L <br />C <br />Cn <br />0 <br />rn <br />3 <br />C <br />Q <br />CN <br />0 <br />v <br />o. <br />E <br />iu <br />0 <br />S <br />v <br />c <br />c <br />J <br />r7 <br />U <br />U <br />01 <br />'o <br />a <br />0 <br />U <br />t7 <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />Q <br />m <br />a� <br />v <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 />e VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L1x4 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\61-. <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 />F 2x8 <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <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 />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 1' <br />AND 11' GAP TOP AND <br />BOTTOM, GLUED AND <br />A X/0 <br />NAILED TO STRINGER <br />2x4 BEHIND RISER / <br />BLOCKING FOR <br />lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP / <br />zAz2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />'- 2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />NAILS) <br />E <br />CTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 PT UNDER 2x12 C <br />2x4 BLOCKING FOR 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />RATTACH 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/ T" X \ NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />TOP OF <br />STRINGER <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\61-. <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 />F 2x8 <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <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 />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 1' <br />AND 11' GAP TOP AND <br />BOTTOM, GLUED AND <br />A X/0 <br />NAILED TO STRINGER <br />2x4 BEHIND RISER / <br />BLOCKING FOR <br />lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP / <br />zAz2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />'- 2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />NAILS) <br />E <br />CTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 PT UNDER 2x12 C <br />2x4 BLOCKING FOR 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />RATTACH 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/ T" X \ NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. <br />TOP OF <br />STRINGER <br />/ <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 STRINGERS G­4� <br />BEARS IN WALL <br />2x12 SYP BE <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />/ 2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP <br />2x4 SYP BLOCKING <br />XT FOR STRAP <br />/ 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />(14) <br />AND NAILED TO FLOOR WITH GLUE 4) 10d x 1 1!2" <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D" SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED i NAILEC <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 x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �' = 1'-0" <br />2x4 PT NOTCHED ►NTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4'GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:' = 1'-0" <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 />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />F2X8 BLOCKING <br />_ FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD 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 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <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 x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �' = 1'-0" <br />2x4 PT NOTCHED ►NTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4'GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:' = 1'-0" <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 />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />F2X8 BLOCKING <br />_ FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD 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 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD 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 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />av-y <br />N <br />C <br />ev �. <br />� <br />d <br />C114 > u a <br />C) <br />gal. <br />Q. c It C-.-, ell)�Z=; <br />c <br />C <br />a E "" s <br />J <br />s <br />r <br />< e' <br />i1.� <br />.f%ilii�y58'i�alol <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />s <br />W 'tN <br />Q 8 <br />o <br />N N <br />V C.00 N N <br />O <br />tC1 <br />ti � a # <br />Q�j�v � u. <br />C J LL <br />LL LL a <br />.@ N � O <br />W ��O Y m <br />z N oQ 0 <br />W ❑❑ <br />ch <br />N <br />z to <br />0 <br />Z <br />QQN <br />� o <br />a) <br />Q <br />Q <br />a N <br />13 <br />M <br />to z <br />/�, Pn C <br />W V O <br />LL <br />U'J <br />U <br />O w g <br />V) c Y <br />( <br />�(Z <br />A <br />U <br />u, o <br />r <br />_ m E 8 <br />A�w. ry <br />= L <br />Qr <br />U o <br />• <br />® <br />N <br />44 <br />C�> <br />c <br />W <br />W <br />it <br />M <br />M <br />J <br />w 0 <br />ZO <br />zo <br />Z <br />z <br />< <br />i <br />U_ <br />a <br />zN <br />E 0 <br />Z® <br />oa <br />ro <br />�g <br />0o <br />o E <br />oQ <br />ao <br />S< <br />Wz <br />d <br />_ L <br />4o <br />Q <br />ww <br />W J <br />Q O <br />m 0 <br />z <br />m J <br />0m <br />¢ ° <br />QW <br />' z <br />3 <br />� <br />o <br />oW <br />z <br />30 <br />aZ <br />� <br />nw <br />W <br />p <br />M <br />H <br />o� <br />�3 <br />o <br />M <br />w <br />M <br />a� <br />oIa <br />O0 <br />3 <br />c O <br />o <br />T <br />J� <br />w <br />LOrn <br />LO <br />2 <br />� <br />Q <br />� <br />O <br />Co LO <br />0 <br />Q <br />m <br />LO <br />U) <br />LO <br />ca N <br />O <br />OO <br />LL- N <br />coQ <br />It <br />I <br />M <br />E <br />c <br />Z <br />N <br />Z <br />N <br />E O <br />nl <br />c <br />a <br />E v .. a w <br />_j Q o <br />c <br />c <br />JOB <br />NO: 23-00527 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />T T_-------- F_ <br />