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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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />ZZFJ I <br />H D <br />2x8 BLOCKING FOR STRAP <br />�1x4 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 />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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1W' <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />I <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2xi <br />DRAFTS P <br />2X4 PT NOTCHED INTO <br />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 />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />- SCALE: 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />i <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />i <br />1 <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />i <br />I <br />IE <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2X4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />N THIS STUD WITH <br />rA <br />2x SYP CUT TO FIT \ I <br />BEARS IN WALL I <br />__-2x12 SYP <br />BEARS IN WALL' I <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 1/2" NAIL <br />CTION VIEW "A" <br />3/4" RISER CUT TO FIT <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 <br />STRAP GLUED TO <br />/ 2x4 DRAFT <br />RISER AND TREAD <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER_-//7\ SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />%STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS / 1 <br />I I <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />[ALIGN THIS STUD WITH FACE OF 2nd RISER <br />— ____ <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2" TAPCONS @ MAX. 32" O.C. <br />TOP OF <br />614 STRINGER <br />/ <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT r <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />SYP CUT TO FIT / STRINGERS <br />EARS IN WALL G <br />2x12 SYP BEAR I <br />— IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />IA I <br />- 2x6 SYP / STRINGER _- <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 />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />F94 xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" <br />-3/4 PLYWOOD 1 <br />ON DECK <br />d <br />CKING :i <br />�x8 SYP GLUED <br />AND NAILED TO / <br />FRAMING TS12 w/ <br />/2" NAILS) / <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NAILED i <br />LJ <br />AFT S P <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE -A NOT TOUCH STRINGERS <br />STRINGER CONTACT x GLUED AND NAILED TO STRINGER <br />POINTS , fOR DRYWALL SPACING <br />B � - <br />H <br />YAE <br />SECTION <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />VIEW <br />SCALE: }" = 1'-0" <br />On <br />F <br />2x4 <br />STC <br />2X4 <br />NOTE: 2x8 <br />DRYWALL STOP l <br />\ NOT SHOWN / <br />I <br />\ ROVIDE MOISTURE / <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />\ OF STAIR TO CONC. W/ j" X / <br />2" TAPCONS @ MAX. 32" O.C. <br />\ 1x4 GLUED AND / <br />\ NAILED TO STRINGER / <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />/ GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />_ SCALE:" = 1'-0" <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 <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 />4TO 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 />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGIiR <br />2X BLOCKING_\ <br />PSON MTS12 w/ <br />10d x 1 1/2" NAILS <br />D OR 3 D 2X BLO-'(ING <br />RIS 5R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />p ! O <br />M <br />CLm X <br />CU LL;� <br />0 L <br />V CU O m <br />: N <br />(DS <br />j 0)Z <br />7a_a C <br />O <br />Q <br />3 7 CU <br />Q-0 <br />s _ E C <br />CU <br />C U <br />>>o.�°W <br />R0 W/v/r� <br />^v3'4y O� <br />x <br />F L <br />s%�°•� O `E S S 1014?.-S. <br />1 'lr//ltttlitit��t����\ <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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