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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 />13/4xll <br />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 NOT <br />C <br />INTO STRINGER <br />H D <br />--2x8 BLOCKING FOR STRAP <br />L1x4 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 / <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 />I 2x� <br />I D FTS P <br />11 fill] <br />2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" <br />JOIST <br />17INION7 <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 />/ <br />2x SYP CUT TO FIT <br />BEARS IN WALL I <br />_--2x12 SYP <br />BEARS IN WALL ` <br />'-2x6 SYP / <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 1 112" NAILS <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SECTION VIEW "A <br />11 <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT 77 <br />STRINGER <br />MAINTAIN BETWEEN" <br />AND 4" 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 />/ /Z-/Z/ <br />STOP / <br />�NO NOT STRINGERS 2x8 SYP DRYWALL STOP MUST / <br />I <br />---+--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE ' <br />\ PROTECTION <br />L?AACH ALL COMPONENTS <br />TAIR TO CONC. W/i" X / <br />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" TAPCONS @ MAX. 32" O.C. \ / <br />/ <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i — ­_ ___ <br />GA <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 I 'STRINGERS G <br />BEARS IN WALL I <br />2x12 SYP BEAR \ <br />2x4 BLOCKING FOR 2x12 OR LSC <br />A35 \ <br />IN WALL 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 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 wJ <br />(14) 10d x 1 1/2" NAILS) <br />/ AND NAILED TO FLOOR WITH GLUE i <br />/ AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <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 />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <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 -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />'t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />.t'OR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN / <br />SECTION VIEW licit <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />\F,�V <br />STRINGER < <br />OPTION: 2X4 CUT ON (2) LAYER" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1 t"X16" LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gli. <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POSTbid <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <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 />IISTS) <br />NAILED AND <br />)TOP 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 />)ISTS) <br />H <br />/ 2X STRIN4R <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />\AD OR 2X BLOC�ING <br />AD� <br />RISK / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N C O <br />N <br />f r = <br />c, <br />G, <br />E, <br />lis <br />C� D <br />.- <br />- > __. W <br />?ovv <br />i G< o <br />•� <br />cr <br />Cj <br />�•' F L .-` <br />S S I O', <br />To the best of the Engineers 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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