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3 <br />-v <br />m <br />co <br />M <br />LO <br />v <br />cn <br />�".. <br />0 <br />T <br />C> <br />0 <br />t <br />m <br />M <br />M <br />LO <br />rn <br />J <br />I <br />N <br />LO <br />LO <br />lzr <br />U) <br />0 <br />0 <br />c <br />;-R <br />N <br />N <br />C <br />a <br />E <br />!6 <br />N <br />E <br />O <br />`v <br />c <br />c <br />J <br />17 <br />v <br />L <br />0 <br />Ut <br />y <br />'o <br />a <br />0 <br />0 <br />f <br />N <br />N <br />LO <br />0 <br />a <br />N <br />N <br />un <br />a' <br />0 <br />b <br />k <br />0 <br />m A <br />5YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <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 />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 />\\ NAILS) / <br />---I— <br />I EW "A" <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "Bit <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />ON <br />ZIZZ. 14 <br />E <br />7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (14) 1Od N MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />SCALE: J,, = 1'-0" WALL \ / <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 />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 <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2X8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU L// 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 />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 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 />314 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 />u <br />0 <br />2x4 SYPBLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "Ell. <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH FSTRINGE / \\ SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 J <br />ROVIpE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4" X <br />TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. / <br />G-1 SECTION VIEW licit <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 />STRINGERS G <br />.-2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER — <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 -- <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER a' EDGE GOLD <br />OSS 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 "Gli. <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />F SECTION VIEW <br />SCALE: 4' = 1'-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <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 />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 />NEWEL POST <br />m <br />OCKI NG <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />1 <br />\ <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 />RIS R <br />11 <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />r• <br />'r <br />s <br />w <br />a� zcr x" <br />S= W% <br />wu its. <br />�X� o <br />"C m L7C <br />L a. <br />�a o <br />114 -2 <br />'.; E t 6 <br />cc <br />o . w CD <br />,J..„ d c o <br />>c •� T <br />a' mO <br />4 a w <br />�47�SEiefP�O <br />ix���:�c�269 <br />d. <br />r�el <br />S <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 <br />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 />W <br />I- <br />4 <br />c� E <br />o m 8 <br />0 <br />0 <br />=�� <br />(a <br />a <br />� 1 � J <br />�M� u7 <br />=� w w <br />0V <br />w <br />Z <br />m `7 <br />r�o z 3 <br />.c <br />7 �NCD O O <br />W0�°,rn <br />Inc: <br />UmZ <br />C "'Z¢0 <br />N -j <br />OU o <br />W <br />oa <br />M a�- <br />z N M <br />00 <br />Z W NN <br />z O Q <br />J <br />V) <br />M <br />z a <br />V/ <br />o <br />a-1 <br />� <br />—� <br />O <br />vz <br />W <br />U <br />L <br />� <br />U o <br />c C0 <br />¢ <br />�Q <br />N of <br />a l� <br />o <br />� <br />c7 <br />M <br />m ¢ <br />oo <br />z <br />z <br />< <br />U- <br />E <br />zz <br />Z® <br />E <br />CL <br />_° <br />°� <br />z <br />C7 E <br />d8 <br />ap <br />a z <br />�w <br />(DN L <br />Ae fu <br />C <br />� � <br />a <br />ozY <br />U <br />m o <br />� <br />OZ <br />z <br />J <br />e ° <br />� <br />z <br />N <br />� <br />LL <br />Z <br />So <br />a <br />W <br />Q <br />w <br />nw <br />o� <br />w <br />�3 <br />=r <br />o <br />J <br />w <br />(7 <br />a o <br />IIIIIIIIII� <br />o <br />q- <br />V' <br />oa za <br />'a <br />o <br />o3 <br />C O <br />0 <br />= <br />LO <br />rn <br />Q <br />cD <br />� <br />N <br />T <br />J <br />Y <br />r <br />'' ^7 <br />v 1 <br />CN <br />m <br />Ln <br />T <br />Q <br />�~ <br />N <br />Q) <br />N <br />N( <br />-0 <br />N <br />T <br />am) <br />Y <br />M <br />Q <br />co) <br />T <br />E6 <br />m <br />LO <br />z <br />z <br />E M <br />w <br />a��i <br />ro <br />_ <br />a0 <br />E <br />Q o <br />JOB <br />NO: <br />22-06461 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />