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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />13/4x11 <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE F' <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />1 I WALL GLUED TO <br />t2x8 <br />2x4 UNDER STRINGER GLUED AND_v <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP 2x8 SYP <br />L-Ix4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE- " = 1'-0" <br />E: <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 />tss <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 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />2x8 <br />SYP <br />►1 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />�-2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" / <br />AND k 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 />zZA2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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 />SECTION VIEW "A" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" =1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�4 <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �f <br />ROVIDE MOISTURE <br />PROTECTION <br />LAiACH ALL COMPONENTS <br />STAIR TO CONC. W/T"XTAPCONS @ MAX. 32" O.C.•ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 }" TAPCONS @ MAX. 32" O.C. / <br />G-1 <br />SECTION VIEW licit <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G <br />RIS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 AT STRINGER CONTACT POINTS \ <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 />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE- X <br />STRINGER CONTACT <br />POINTS <br />V <br />SCALE: 1" = 1'-0" <br />L/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />_ FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: ? = 1'-0" <br />SCALE: 1" = 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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: I" = 1'-0" <br />PER CONTRACT, <br />1:1 <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 />I DE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0 <br />0 <br />>ilititllt;� � <br />�OWN ''17 <br />• <br />•�''• <br />' ��•C�� �p <br />i <br />Cr <br />U =• P <br />'. <br />_� <br />ro Qom. ; k <br />-. '• <br />F � .. <br />1 <br />R O F E S S'O�`� <br />�� fl�tJ2t1ltt11\ <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 2017 <br />Florida Building Code - <br />Residential 6th 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 />Q <br />pp a 8E co �p pip <br />N i! <br />0 0 0 p NLQ <br />J <br />h <br />J LL J d <br />lL N LL <br />�! N <br />W <br />d u. d Wa <br />Z <br />r <br />> ._ <br /><-y g o <br />c <br />6 <br />� � <br />m o-� d <br />Z <br />ILW <br />�aMz° a oSa <br />zN <br />V ❑❑❑ <br />W <br />M <br />Z� <br />Z� <br />v)U <br />14-1 <br />Nr-r-rV � <br />O <br />u, <br />im <br />cN <br />cI <br />rz E <br />as <br />U_ fD <br />U <br />• <br />c <br />CD <br />Co <br />W <br />Z <br />M <br />ce E <br />4 <br />29 <br />Ww <br />�° <br />Q <br />a <br />U0U <br />z® <br />00 <br />z <br />m <br />�8 <br />d <br />mN <br />z <br />7n <br />3 <br />" o <br />'<w <br />2Z <br />W <br />a3 <br />U 3 <br />03, <br />ggLL <br />3� <br />�W <br />xG <br />J <br />0- <br />tea' <br />zla <br />d <br />u � <br />M <br />I..V <br />ui <br />W <br />W <br />0 <br />LU <br />Z <br />�> <br />g <br />to <br />C <br />0 <br />O <br />a. <br />/11 rn <br />CN <br />Z o <br />E <br />N <br />"� ch <br />z <br />z <br />E O <br />co <br />c <br />c2 <br />W <br />a <br />E <br />v � <br />v ?? <br />¢ o <br />c <br />JOB <br />NO: <br />201787 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />