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E: <br />SCALE: il. = V-0" <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 />CnD DICC AKIM DI IKI IKIC:nDNAATIr)K1 <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />V VML.L <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A 314" RISER CUT TO FIT STRINGER <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN T" <br />��� AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER i' <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 />SYP CUT TO FIT <br />4RS IN WALL / <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LZH ALL COMPONENTS <br />2x4 SYP BLOCKING IR TO CONC. W/J" X <br />2x4 PT AND NAILED HEDTO FTO TRIH GLUEFOR STRAP CONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) 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 />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />V9 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GAy_� <br />TOP OF <br />STRINGER <br />STRINGERS G--6�: <br />E 42x4 BLOCKING FOR 2xl2 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />1 PT NOTCHED INTO STRINGER (1OMTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (114)4) 10d N d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />fFiE��4. 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 />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />112" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2xl2 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED i <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />E <br />17L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />LV <br />SCALE: 1" = V-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />'jL2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />SCALE: i" = 1'4" <br />-314 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 />J <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />a2X8 <br />BLOCKING <br />_ <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1 "X16" LVL <br />FROM JOIST TO JOIST. USE <br />ATTACHED W! 12d NAILS <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />@ 6" O.C. TOP, BOTTOM <br />NAILED TO JOIST. <br />TRUSSES <br />AND VERT. <br />SECTION VIEW 11G11 <br />SCALE: 1" = 1' 0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <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 />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 NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N v <br />q <br />O ~ CM <br />X <br />am <br />M LL_ 0- <br />L <br />N Y <br />>(YC <br />O <br />l6 c11 O O <br />(a O-O <br />Uj <br />per'✓i�,R F E S S 1 Off\ <br />������� <br />� <br />To the best of the Engineers knowledge, Information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentiat <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />S 8g 9 M <br />d1 t <br />O" <br />N JLU <br />LLiL ag <br />J <br />_ <br />2 <br />0 °�oJ <br />C' <br />MZ�¢MO <br />I Go <br />N <br />Z pU USN <br />W ❑ ❑ ❑ <br />0 <br />z <br />Z <br /><t _ <br />a <br />z 12 <br />0 o <br />w <br />U � <br />� <br />O W $ <br />N c <br />11 <br />co <br />M <br />M <br />w_ <br />U_ <br />E <br />ut� <br />w� <br />a° <br />zo <br />E <br />'T_ <br />Q <br />N E <br />0 <br />pQ <br />2 <br />3° <br />z <br />K WW <br />C <br />zo <br />ZN= <br />wr <br />�3 <br />3 <br />8 <br />yLL <br />t <br />S <br />i�< <br />8 <br />�O <br />>M <br />J <br />O <br />rn <br />TM <br />c� <br />co r <br />r <br />O <br />vJ o <br />m <br />O <br />O <br />IM <br />Lo <br />N <br />Q N <br />r <br />r <br />E <br />m <br />N <br />o r <br />o <br />O N <br />LD <br />E v 4: <br />C <br />a <br />U _j Q p <br />-oi <br />JOB <br />NO: 22-02351 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />