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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 />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 TRE)ED\ <br />i <br />GLUED A <br />NAIL <br />2xDRAFT S P2x4 PT NOTCHED INTO 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCO <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \11x4 <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS \ GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 4" = 1'-0" <br />V VMLL <br />J <br />—A <br />ALIGN THIS STUD WITH <br />IT FACE OF 2ND RISER <br />-_ i I i T ,\ <br />i <br />SYP CUT TO FIT <br />ARS IN WALL I <br />--2x12 SYP I <br />BEARS IN WALL 1 ' <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" <br />NAILS) IZ <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />r <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN -1" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 <br />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 1 <br />NOT TOUCH STRINGERS <br />i � 1 <br />1 <br />4-2x4 BLOCKING FOR 2x12 Cr <br />—2x4 PT UNDER 2x12 I <br />( ROVIDE MOISTURE ' <br />PROTECTION <br />LATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ 4" X <br />TAPCONS @ MAX. 32" O.C. <br />--ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/"X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <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 />i STRINGERS G <br />E � I <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP / <br />\ (SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLU NAILS) <br />STRINGER CONTACT POINTS \ <br />/ <br />SECTION VIEW "D" <br />SCALE: V = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 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 />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEE <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS B <br />If-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4"GLUED AND NAILED TO STRINGER <br />\ i �R'OR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />3/4 PLYWC <br />ON DECK <br />-2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCK[ <br />NOTE: 2x8 ' <br />i DRYWALL STOP <br />NOT SHOWN <br />/ <br />STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />_ L-(2) LAYER a' EDGE GOLD <br />OPTION: 2X4 CUT ON OSS OR PLYWOOD <br />BEVEL GLUED AND OR 1 T'X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT <br />OF NEWEL POST <br />PER CONTRACT <br />F-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 />:L 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 />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE: 7" = 1'-0" <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 />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BL/ 2X STRING�R <br />OCKING <br />PSON MTS12 w/ I <br />10d x 1 1/2" Al I <br />h <br />3 D D OR 2X BL05KING <br />RISW <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />c*a <br />f;J <br />4Rd � <br />ases. c <br />d =o , r <br />LJJlu <br />= <br />.a'm :P< <br />y cn C <br />y � C ftS <br />f ar <br />i is y?u a <br />c <br />w.. <br />0 OVA <br />+.1 <br />m <br />C46 <br />V <br />Y <br />at <br />UA <br />(� e n0 V <br />LU <br />+� <br />�Pa <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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