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SCALE: z' = 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 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS / <br />2X4 SYP BLOCKING P <br />FOR STRAP (SIMPSON <br />1 • x 1')ill <br />I <br />-AWM <br />MM111111101 <br />2x12 TREAD r -- <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT \ <br />POINTS <br />E <br />LL2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: = 1'-0" <br />J-A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT <br />NRS IN WALL 7ZZA <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 1/2" NAILS) <br />'IEW "A" SECTION VIEW "Bit <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND 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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER-;7\ rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />-2x4 DRAFT RISER AND TREAD <br />STOP / <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS 1 <br />4--2x4 BLOCKING FOR 2x12 C// I I <br />2x4 PT UNDER 2x12 I <br />1 ROVIDE MOISTURE <br />\ PROTECTION <br />LZATTACHALL COMPONENTS / <br />TO CONC. W/J" XONS @ MAX. 32" O.C. i <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />21" TAPCONS @ MAX. 32" O.C. \ / <br />GA _-, <br />TOP OF \ <br />STRINGER <br />% 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP ITN [ <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH <br />I ` STRINGERS G <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 />PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUEV\ <br />STRINGER CONTACT POINTS \ <br />VVHILL <br />SECTION VIEW "D" <br />SCALE: 1" = 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 />0 T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />aLUED <br />NAILED <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />f <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />IV <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: V = V-0" <br />Lt2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />4�GLUED AND NAILED TO STRINGER <br />\ �KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: �' = 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 />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW licit <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT, <br />\ V <br />STRINGER <br />OPTION: 2X4 CUT ON (2) LAYER 2" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT AT 1 ATTA16"CHED <br />LVL <br />W/ SIMPSON H3 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: I" = 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 />SCALE: 1" = 1'-0" <br />- POST LET INTO <br />-OCK <br />DE <br />]NG <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />x8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />\ITO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BLII 2X STRINAR <br />OCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2" AILS <br />DO <br />R 2X BLOCKING <br />3f�D <br />RISW / <br />VARI E <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />'a <br />i`- <br />O <br />C-j <br />C <br />(!�O <br />�— tits 7 ;d <br />\V <br />=- <br />O `0 <br />4 <br />Uj <br />� > Q to \ <br />�I <br />I <br />.. <br />�•...N <br />\\ ••. <br />5 <br />�_ U �O O AgSS <br />Ile, i <br />Ill=��t <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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LO <br />I.. <br />W <br />O <br />Nt <br />ui <br />rn <br />m <br />m <br />O <br />O <br />co <br />N <br />^ <br />o <br />CO <br />I% <br />N <br />Ln <br />r <br />Q N <br />r <br />ai <br />m <br />CCV <br />� N N <br />o <br />Z <br />z <br />E IN <br />E <br />d <br />U � Q <br />JOB <br />NO : 22-02366 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />