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3 <br />v <br />w <br />r7 <br />co <br />r` <br />te <br />0 <br />J <br />0 <br />0 <br />I <br />N <br />PO <br />N <br />LO <br />0 <br />L0 <br />0 <br />E <br />a <br />Cf <br />0 <br />c <br />-2� <br />3 <br />M <br />O <br />a <br />a <br />E <br />0 <br />0 <br />c <br />J <br />i <br />c <br />0 <br />J <br />v <br />tZ <br />0 <br />u7 <br />LO <br />0 <br />0 <br />a <br />N <br />N <br />t2 <br />c <br />0 <br />w <br />a� <br />SCALE: " = V-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 />V VMLL <br />'FA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT 1 I <br />\RS IN WALL I <br />--2x12 SYP <br />BEARS IN WALL) B <br />2x6 SYP I 1 <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) <br />fI EW "A" <br />SECTION VIEW "Bill - <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12aR <br />SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRSIDE) TO BOTTOM EDGE OF 2x12 <br />-3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER 70 <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 />i <br />I �I <br />/7/1 <br />---2x4 BLOCKING FOR 2x12 <br />7-2x4 PT UNDER 2x12 77 <br />j 1 ROVIDE MOISTURE <br />\ PROTECTION <br />L?ATTACH ALL COMPONENTS / <br />TAIR TO CONC. W/J" X <br />TAPCONS @ MAX. 32" O.C. <br />-ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <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 />1 STRINGERS _ <br />I <br />E \ <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" <br />D NAILED TO FLOOR WITH GLU NAILS) <br />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 />SCALE. 1 = 1'-0'; <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING f ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER \ / <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , GLUED <br />GLUED AND AND <br />NAILED ---\ i NAILEE <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />E <br />�i L?x8 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: 4" = 1'-0" <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />J <br />`--2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />i \ KOR DRYWALL SPACING <br />w• <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 4" = 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 l <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />STRINGER. VI/ <br />\ <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT T 1TACHED CHED16" LVL <br />AT <br />W/ SIMPSON H3 AW/ 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: ? = V-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 LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <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 />/ <br />2X <br />2X BLOCKING <br />STRINAR <br />PSON MTS12 w/ <br />' <br />10d x 1 1/2"NAILS <br />2D OR <br />3 D <br />2X BLOCKING <br />RISK <br />VARI E <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />e� <br />c <br />N <br />o <br />N <br />9 W <br />-�. <br />. ro 9 o <br />J <br />C..) N <br />m >4 <br />N t0 O <br />y N C l0 <br />3 � d <br />•d <br />o � Q <br />Cr- 3 co <br />co y u <br />�•� co <br />d � T <br />oC a <br />o. <br />c � <br />R o <br />a � <br />0 <br />It <br />`�30� i�GR"dllbuo li': <br />1 <br />CV <br />FLO <br />S S 10��`���.� . <br />��IJtf!! <br />1t <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. 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 />�E <br />o r�i 8 <br />C <br />N �' rT u4i <br />.�-� <br />12 <br />N 0 <br />v) <br />a <br />ik LL <br />aj cM v , <br />V <br />J LL LL d <br />Z <br />0 <br />�_rn o <br />L <br />�i <br />O <br />;5 tO 0 <br />W <br />z <br />LLm <br />w <br />� MZQ� <br />ZN <br />OU g <br />Z N <br />z <br />zoo <br />- N <br />t7 <br />� <br />� o <br />+-+ <br />M <br />� <br />V <br />O,, <br />(n <br />o <br />� Q <br />� v) <br />— <br />O <br />minU <br />L <br />I <br />z <br />= <br />UAL <br />A¢M <br />o <br />< <br />w <br />to <br />Z <br />SS <br />Z <br />Q <br />�o <br />» <br />aoQR <br />E U <br />wLLz® <br />o E <br />0 <br />a s <br />� 10 <br />Uo <br />oz <br />Z <br />m @ <br />az <br />O <br />XZ <br />wz <br />rW <br />r� <br />cro � <br />¢a <br />�a <br />UZ <br />w0 <br />m <br />o0 <br />z <br />CL] J <br />y0 <br />a� <br />YZ <br />gZ <br />$ <br />�w <br />ZOZ <br />W <br />T <br />o� <br />o9 <br />aZ <br />-w <br />_L <br />�O <br />(�0 <br />IIIIIIIIIII� <br />cl�JZ <br />w <br />AIM <br />a <br />03 <br />N O <br />> Ln <br />LL <br />CA <br />S <br />M <br />(7 <br />N <br />M <br />Co <br />r <br />CN <br />LO <br />M <br />CD <br />N <br />LO <br />r <br />Q <br />0r0 <br />r <br />U') <br />ui <br />M <br />41 <br />M <br />M ` <br />L <br />o <br />Z <br />Z <br />E r <br />c <br />m <br />a <br />U <br />JOB <br />NO: <br />23-06110 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />