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w <br />I <br />Q <br />!v <br />M2 <br />N <br />v <br />c <br />3 <br />tz <br />Q <br />N <br />E <br />v <br />O <br />c <br />tsL <br />i <br />CL <br />CIA <br />0 <br />N <br />Z_ <br />rL <br />N <br />N <br />N <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 />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <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 />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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON — <br />OTHER TREADS 61 <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <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 />2x12 TREAD i z <br />GLUED AND <br />NAILED <br />2x� <br />I D FTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = V-0" <br />JOIST <br />0 <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />�A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />I / <br />—2x SYP CUT TO FIT 1 l <br />BEARS IN WALL I <br />f--2x12 SYP ~' <br />BEARS IN WALL <br />' --2x6 SYP / 1 <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 (14) 10d x 1 1/2" , <br />i / \ NAILS) / <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />SECTION VIEW "A" <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 �' GAP TOP AND <br />BOTTOM, GLUED AND <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 />NOT TOUCDRYWALL MUST <br />RINGERS / <br />—I-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE <br />\ PROTECTION / <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/}" X / <br />2 t" TAPCONS @ MAX. 32" O.C. <br />'--ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = T-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />G-1 _ <br />/ TOP OF 1 <br />\ STRINGER j <br />/ TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />A <br />MUST NOT TOUCH2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL2x12 SYP BEAR I I <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ / <br />2x4 PT UNDER 2x12 OR LSC EACH <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU (114)4) 110d N 0d x 1 1/2" <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D11 <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-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" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <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 />`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />i ,KOR DRYWALL SPACING <br />1 <br />H <br />SECTION VIEW "E" <br />SCALE: 1 " = 1'-0" <br />E SECTION VIEW <br />SCALE: 12' = 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 />NOTE: 2x8 ' <br />\ DRYWALL STOP / <br />NOT SHOWN <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 <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />V <br />/ I <br />1 <br />7 <br />;A <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE bEd <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 />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <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 />IISTS) <br />NAILED AND <br />ITOP PLATE <br />VTO 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 />LISTS) <br />H <br />ll/ 2X STRINAR <br />2X BLLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2"AILS <br />\D OR �t <br />3f?D � 2X BLOCjpNG <br />RISN_ / <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />era <br />N <br />0 <br />N <br />1i7t <br />>r <br />o <br />N <br />Y+ <br />LLJ <br />¢� P <br />= .o m k <br />c as o <br />N <br />W <br />c <br />1O u ai <br />r > C G <br />o. <br />c E <br />�a <br />O <br />,,��4;ll:Illtrr/rp�� <br />1 <br /><• <br />�OFt-SS}ON�N���� <br />�. <br />':'//I 111It`�����\\\ <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 />Resldential 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 />I- <br />E <br />8 <br />(0 G <br />gcla <br />� 00 <br />M <br />fn N M LL <br />G <br />13 0 <br />CJ� u- W <br />u_ LL a <br />a2 <br />Z <br />�°'°' <br />usW <br />< <br />3 C14 <br />z <br />N <br />OU <br />WCD <br />z <br />a <br />v <br />�4 <br />CD <br />(a <br />0 <br />w s <br />N <br />cLn <br />a <br />U <br />F— — <br />I <br />U <br />s <br />�Q <br />Q N <br />c <br />� <br />w <br />f7 <br />0Z <br />o <br />s <br />E <br />H M <br />�_ <br />a® <br />°« <br />za <br />O <br />coGO <br />d0 <br />od <br />U <br />oz <br />XZ <br />W Z <br />g <br />a <br />'0 <br />LL <br />z <br />a <br />Z. <br />C <br />55 <br />s <br />izz <br />g <br />W <br />o <br />NLL <br /><a <br />�5 <br />;O <br />5 <br />d <br />° <br />O <br />J <br />> LO <br />rn <br />M <br />m <br />c� <br />L <br />Co LO <br />M <br />N <br />a <br />LO <br />Q <br />Cr <br />g <br />a. <br />m <br />> <br />N <br />�.� <br />O <br />LU <br />co N <br />m <br />0) <br />Lo <br />e-- <br />Q <br />cooN <br />M N <br />r <br />E91 <br />cD <br />z <br />MM <br />E <br />y r <br />Z <br />m <br />c <br />Q <br />E <br />U <br />Q p <br />c <br />—t <br />JOB <br />NO: <br />23-00513 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />