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ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />STRINGER MUST MAKE FULL \ <br />CONTACT WITH LANDING / <br />FLOOR / <br />JOIST SIMPSON A35 OR / <br />LSC EACH <br />STRINGER 2x SYP CUT TO FIT <br />BEARS IN WALL I <br />2xl2 SYP <br />I BEARS IN WALL I I <br />ALL STAIR STRINGERS 1 3/4 x 11 / 1 <br />AND TREADS TO BE J VL 2x6 SYP / \ <br />#2 SYP (MIN.) ` 2x4 SYP BLOCKING <br />THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER (SIM SON MTS12 w/ <br />3/4" PLYWOOD NOT LANDING AT <br />NAILED TO 5z / / AT STRINGERAND NAILED OFLOOR WITH CONTACT PO NTSUE / / <br />GLUED (14) 10d x 1 1/2" NAILS) <br />SHOWN IN DETAIL FOR \ <br />CLARITY <br />2x4 CUT ON BEVELDOES NOT BEAR <br />ALL WOOD TO WOOD D D WALL GLUED TO IN <br />CONNECTIONS TO BE L I F 2x8 <br />GLUED (PL 200) AND SECTION VIEW "A" SECTION VIEW "B" <br />NAILED (MIN. (2)16d). <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />_ <br />SYP FULL CONTACT WITH 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 />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS /OE'� <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 / <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 DRAFT S P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />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-' = 1'-0" <br />SYP <br />2x8 SYP <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 />1 NOT TOUCH STRINGERS ' <br />-'-2x4 BLOCKING FOR 2xl2 / <br />—2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE ' <br />\ PROTECTION <br />LZATTACH ALL COMPONENTS / <br />IR TO CONC. W/I" XCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T" X NAILED TO STRINGER <br />2 T" TAPCONS @ MAX. 32" O.C. \ / <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 />' 2x SYP CUT TO FIT ' STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BEAR IE I <br />SIMPSON A35IZ4 \ <br />IN WALL � I 2x4 BLOCKING FOR 2x12 <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 />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <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 />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 <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 -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />/ <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 112" NAILS) <br />5 <br />� � _ �' � "i <br />'-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx*/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />-- H <br />STRINGER <br />2x6 SYP / <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />/ 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — <br />/ AT STRINGER CONTACT POINTS <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />On <br />F <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = V-0" <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION V'I EW "C" <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 />/ I BLOCKING <br />oe F-1 2X8 BLOCKING <br />FOR NEWEL POST <br />j 7 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 J"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 V <br />EW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: i" =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 />.TO <br />iISTS) <br />NAILED AND <br />i TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X BLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2" ►JAILS im <br />\34D OR <br />346 2X BLOCKING <br />RIS15e <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />>tio <br />0 <br />Q C) N <br />N m <br />U_ ti- <br />c:) :. <br />Z U <br />� C <br />_' <br />•-- a' 7F �- <br />_ rt 0 <br />N <br />N <br />N <br />.•fit, � , <br />• y;j.� s <br />7152K <br />� <br />OF <br />rl <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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