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SCALE: 2' = 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 />\ 0,, <br />V MILL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />ANDJ' 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 />SYP CUT TO FIT <br />kRS IN WALL <br />--2x12 SYP <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVtDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/-1"X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ NAILS) OF STAIR TO CONC. W/ J' X \ NAILED TO STRINGER <br />2 -14" TAPCONS @ MAX. 32" O.C. / <br />VIEW "A'" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />GA SECTION VIEW "C" <br />\ SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />STRINGERS G---L� <br />E--j 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />---I_ __-1 <br />SECTION VIEW "D" <br />SCALE: V = V-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />0 T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />3/4 PLYWOOD <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED ---\ i <br />NAILEE <br />DRAFT Srn,P <br />OW <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 11x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />/Hk\ SECTION VIEW <br />SCALE:' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />r� <br />WHI", 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = T-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION <br />VIEW <br />_ <br />SCALE: �, = 1'-0" <br />ON <br />f <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYERJ" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a `X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />_ SCALE: Z" = 1'-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <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 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 />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 />2X B OCKING <br />1 MTS 2 w/ <br />10d x 1 1/2" NAILS — <br />D OR <br />3 <br />RIS R <br />VARIES <br />R <br />ECTION VIEW "H" <br />SCALE: V = V-0" <br />c®+o <br />cam+ <br />+tom <br />_ <br />0 <br />®' c <br />m <br />.9 <br />C <br />j <br />= E <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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N <br />N r <br />o <br />Z <br />Z <br />E <br />a.0 <br />ECo <br />-j Q p <br />c <br />-j <br />JOB <br />NO: 22-08301 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />