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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 4" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED 70 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 />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X <br />/FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER 2" 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/"X \ NAILED TO STRINGER <br />/ 2 a' TAPCONS @ MAX. 32" O.C. / <br />(IEW "A" <br />SCALE: 1" = 1'-0" <br />E <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />a�. <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />rSTRINGERS <br />SIMPSON MSTA21 w/ (16) 10d NAILS SIMPSON A35 OR <br />�— 2X4 SYF' bLUUKINUAP <br />FLAT STRAP NAILED TO RISER AND E <br />FOR FOR T SRR <br />LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />MTS12 w/ <br />/ 2x4 PT NOTCHED <br />DFLOOR <br />(14) 10d x 1 1/2" <br />AND NAILTO WITH GLU <br />2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ <br />PLAN VIEW DOES NOT BEAR IN <br />SCALE: " = 1'-0" WALL \ <br />NAILS) <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 1/4" <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 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE - <br />AT STRINGER CONTACT <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 0, <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW. <br />SCALE:' = 1'-0" <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />CTION VIEW "D" <br />SCALE: 1" = V-0" <br />Z- a' 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 />SECTION D—D <br />SCALE: 1 = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />H 2x4 SYP BLOCKING <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" / <br />2x4 DRAFT 2x12 <br />NAILS) <br />STOP TREAD <br />GLUED <br />AND <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 1x GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />L <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />L, H <br />E SECTION VIEW <br />SCALE: I" = 1'-0" <br />On <br />f <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />---_ <br />GA SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />4- 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4'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 />SECTION VIEW <br />_ SCALE: J" = 1'-0" <br />PER CONTF-1 <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" = 1'-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 />1 POST LET INTO <br />!LOCK <br />IDE <br />KING <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 B OCKING IF <br />2X STRING R <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />3 <br />D OR 2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c.v <br />VIA <br />;ram' <br />G <br />►- <br />'� <br />¢ C� o <br />co a <br />•:N <br />ca <br />c� � cv <br />as <br />AI <br />� <br />r N <br />� 4A <br />lift <br />(71 <br />P <br />sl <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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