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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 />/g VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <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 VI EW <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 />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 />' 2x <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / _ 1x4 GLUED AND NAILED TO STRINGER <br />E—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />P1 <br />SYP <br />2x8 SYP <br />0 <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />f —A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ <br />2x SYP CUT TO FIT 1 ' <br />BEARS IN WALL I <br />_--2xl2 SYP <br />BEARS IN WALLvi I <br />I <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 \ NIAILS)d x 1 1/2" / <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />161, \ <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 J" 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 />rO/O/ <br />--2x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 C-- I <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION / <br />LZ ALL COMPONENTS / <br />IR TO CONC. W/ J" XCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />G. <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP [ <br />2x8 SYP DRYWALL STOP <br />x <br />MUST NOT TOUCH— 2x SYP CUT TO FIT ' I STRINGERS <br />BEARS IN WALL <br />zzt <br />I 2x12 SYP BEAR I <br />E I <br />IN WALL <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />/ <br />2x6 SYPSIM <br />\ <br />A35 OR <br />2x4 SYP BLOCKING <br />FOR STRAP <br />LSCPEACHSON <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />x 1 1/2" <br />/ AND NAILED TO FLOOR WITH GLU <br />NIAILS)d <br />2x4 CUT ON BEVEL <br />/ AT STRINGER CONTACT POINTS <br />\ <br />DOES NOT BEAR IN <br />\ <br />WALL <br />/ <br />SECTION <br />VIEW "D" <br />SECTION <br />VIEW "E" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />Zxl2 SYP <br />iT BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAI LEC <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—� <br />AT STRINGER CONTACT <br />POINTS <br />I <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />DRAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />Or <br />E <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN / <br />\\ // <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" = T-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 />V PROVIDE <br />\ / BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER 4" 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 />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-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" = 1'-0" <br />JOINT <br />L TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />LTO <br />)ISTS) <br />H <br />2X BLOCKING <br />2X STRINAR <br />PSON MTS12 w/ <br />' <br />10d x 1 1/2"MAILS <br />\3 2�t <br />D OR <br />3fAD <br />� 2X BLOCKING <br />RISK <br />/ <br />VARI E <br />Mn <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c+).co <br />o <br />C-i r i <br />C= <br />cli _ <br />0 <br />Lo <br />7, <br />LLJ <br />v <br />IF <br />ESSZ���.>> <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 />Residential 7th Edition. 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