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_ I_ I 1 1 It if I I - <br />v+ <br />3 <br />w <br />I <br />N <br />Of <br />x <br />m <br />N <br />C <br />to <br />0 <br />N <br />N <br />0 <br />4 <br />0 <br />0 <br />N <br />N <br />0 <br />D- <br />1.2 <br />O <br />S <br />O <br />i <br />a <br />LZ <br />0 <br />U <br />0 <br />c <br />UI <br />y <br />U <br />O7 <br />O <br />i <br />a <br />z <br />I N <br />Y <br />i <br />0 <br />c <br />J <br />tZ <br />N <br />N <br />N <br />M <br />0 <br />0 <br />a <br />N <br />N <br />N <br />0 <br />N <br />Q <br />a� <br />0 <br />N <br />E: <br />SCALE: " = V-0" <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 GLUI <br />NAILED MATCH NOS <br />OTHER TR <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING 11 <br />N <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />$ <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) / <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x <br />DRAFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />�// <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: �" = 1'-0" <br />MALL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />rSTRINGER <br />MAINTAIN BETWEEN" <br />/ <br />\ <br />AND �" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />j <br />STOP <br />LZZI , <br />/ .� <br />/ <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />3YP CUT TO FIT <br />I <br />\RS IN WALL <br />2x12 SYP <br />I <br />I <br />I <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />�J <br />I <br />�J�V2x4 <br />PT UNDER 2x12 <br />2x6 SYP <br />/ \ <br />\ <br />E MOISTURE / <br />CTION <br />tCOMPONENTS <br />LZATTACHTS <br />BLOCKING <br />/ <br />X <br />FOR STRAP <br />\ <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/AT <br />O.C.AND <br />NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" NAIL <br />ATTACH ALL COMPONENTS <br />1x4 <br />STRINGER CONTACT POINTS <br />OF STAIR TO CONC. W/ J" X <br />NAILED TO STRINGER / <br />/ <br />2 J" TAPCONS @ MAX. 32" O.C. <br />\ <br />�I EW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />___[ <br />TOP OF / <br />STRINGER + <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT f 4 <br />/ STOP "" <br />2x8 SYP DRYWALL STOP <br />I MUST NOT TOUCH <br />STRINGERS G <br />I <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I2x4 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 GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS / <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />t.� <br />SCALE: 1" = V-0" <br />`1-2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />,,FOR DRYWALL SPACING <br />H <br />E <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />SECTION VIEW <br />SCALE: J" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />\-2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C NOTE: 2x8 <br />DRYWALL STOP J <br />\ NOT SHOWN / <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT, <br />/ GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT <br />/ <br />-(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />L POST LET INTO <br />(LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) <br />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 />JOI NT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS2 w/ <br />10d x 1 1/2' NAILS <br />D OR 2X BLOCfGNG <br />3 D <br />RIS1 / <br />VARI ES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />..O <br />� � O <br />N <br />N <br />�. <br />71 x <br />Z <br />O 6- <br />C7 ,-,I <br />(13 O <br />�-� 75 C\1 <br />- Q <br />G- <br />c w <br />0 O <br />n. O L11 <br />..it;l4@81 f�fFf/ <br />•' v:'- <br />r- — <br />s i <br />FL0�- z <br />l v�{`i�rf•�•n••tQc`�� <br />xl� <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />co <br />a <br />vE <br />o� <br />S o � <br />O N J <br />N m p CLCO) J LL <br />Q� <br />in °0 i! LL w <br />_ M <br />Q <br />�n�� u- w a <br />cNOV n. Y <br />CoLL a L <br />Z <br />LLW <br />j- o w <br />r°C_ a <br />O O ix a 0 <br />N <br />N °�Z �rnO <br />Zd <br />U U-j N <br />'. W <br />❑ ❑ ❑ <br />c9 <br />z N CO <br />z <br />z � � <br />E3 <br />N <br />M <br />�-J <br />z <br />Cz <br />(a <br />U <br />0 <br />Lu <br />cr) <br />N <br />w o <br />C R <br />cn <br />f6r--- <br />U <br />w � <br />m <br />_ <br />c o8 <br />N <br />Q <br />o <br />M <br />M <br />J <br />i <br />g <br />z <br />Z <br />Z <br />< <br />_1 <br />L.L <br />Q 0 <br />O <br />E U <br />i ❑ <br />g O <br />O u <br />wz <br /><o <br />> <br />¢ N <br />Z <br />oa <br />Z <br />F� <br />_ <br />�OV <br />x< <br />as <br />w z <br />0 0 <br />� <br />o <br />0, <br />w w <br />C <br />o <br />a <br />u' <br />z <br />L <br />� <br />Cl)N <br />J <br />o <br />z <br />No <br />mo <br />o <br />oZ <br />Z� <br />>aw <br />�z <br />rn <br />a" <br />W <br />am <br />;� <br />U <br />8< <br />' <br />g�0 <br />�w <br />a� <br />�a <br />cfl <br />w <br />01 <br />�o <br />a <br />V' <br />iI¢ <br />06 3 <br />0 O <br />N <br />�L6 <br />0 <br />o> <br />m <br />0 <br />t6 <br />N <br />Q/ <br />Cr T <br />T <br />LL <br />V) <br />m <br />O <br />� <br />N <br />� <br />� <br />o <br />r <br />Q <br />N <br />N <br />M <br />o <br />Z <br />z <br />c <br />E <br />E .. <br />ai <br />c <br />a <br />U 0 <br />-0 p <br />JOB <br />NO : <br />22-02375 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />