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SCALE: 2" = 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 GLUI <br />NAILED MATCH NOS <br />OTHER 1 <br />6b, <br />V VMLL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />IN, / <br />SYP CUT TO FIT t I <br />ARS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />—2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (S4MP tlON1MT2 12 w/ X <br />AT STRINGER CONTACT POINTS \ NAILS) <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4' 777 <br />AND 2" 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 />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />I <br />-,---2x4 BLOCKING FOR 2x12 C'�I <br />F—2x4 PT UNDER 2x12 ' <br />1 tAN <br />E MOISTURE <br />\ CTION <br />LZAATS / <br />X <br />O.C.—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TOCO NC. W/ 14" X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ <br />G-1 _ <br />TOP OF I \ <br />/ 61 \ STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER �� <br />2x4 DRAFT <br />/ STOP ITN [ <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH G <br />' I STRINGERS <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGERJ\7L <br />(SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-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" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 2x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER / FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , GLUED <br />GLUED AND AND <br />NAILED / NAILEE <br />'r/ <br />2x <br />I DRAFT STC P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1 4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" = 1'-0" <br />I <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 />SCALE: 1" = 1'-0" <br />/ ` "2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX44GLUED AND NAILED TO STRINGER <br />i �T OR DRYWALL SPACING <br />— H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />—3/4 PLYWC <br />ON DECK <br />—2x8 SYP <br />AND NAI <br />FRAM I N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <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" = 1'-0" <br />�}--FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ / PER CONTRACT, <br />V <br />� I <br />'— �(2) LAYER 4' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"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:' = 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 P <br />OST <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 />ID NAILED TO <br />WALL BELOW <br />POST LET INTO <br />OCK <br />DE <br />"I NG <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 />H <br />2X STRINGER <br />2X BLOCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2"\NAILS <br />D OR 2X BL05KING <br />3RD <br />RISC I/ <br />VARIES-,) <br />ECTION VIEW "H" <br />SCALE: 1"= 1'-0" <br />A <br />w nssisT <br />7,RT i o <br />_' C. �±�dl <br />PIed <br />�n <br />r �ih <br />for cori.iir-� �� <br />00 <br />Edition by Deo�I,,, r� <br />U <br />�F, 0 <br />•: <br />�OFESS`0 <br />'�''<�rrrs <br />'o, <br />� a o I � ►a������ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />Ip <br />v, <br />v <br />h <br />IN <br />a <br />N <br />E <br />mON. <br />(o <br />oot <br />O� <br />Co mN a- <br />7, L00 ° <br />a <br />X_ <br />N O Q U,NM V J n <br />=� LLou; <br />JtLLL � a <br />z <br />=2o0o <br />0 <br />>0 <br />Z <br />LLW <br />us N Z ¢ O ~ <br />aN <br />°mQ � " <br />Z <br />U�3� <br />❑ ❑ ❑ <br />M � <br />z � M <br />0 0 <br />z N <br />z o � <br />� <br />J <br />a- ,n <br />N <br />M <br />z <br />U = <br />Q.I <br />0 <br />4--J0M <br />N <br />° <br />U <br />O <br />o <br />N <br />W <br />U iu <br />W <br />U 0 y <br />c U) <br />Q 0 <br />e <br />I� <br />o <br />� <br />J <br />¢ <br />w <br />z <br />M <br />M <br />� <br />m <br />0 <br />Q <br />U <br />E <br />Zo <br />o0 <br />>o <br /><� <br />14 <br />Q <br />E <br />N <br />O <br />X <br />U O <br />0 U <br />o E <br />aU <br />Qz <br />0, <br />XZ <br />wz <br />N <br />�0 <br />O <br />L <br />.: <br />¢o <br />0< <br />om <br />m0 <br />o� <br />to J <br />< d <br />>Z <br />z <br />Ca_LL <br />o <br />n00 <br />�w <br />U� <br />it M <br />oz <br />= <br />�3 <br />xF <br />o <br />O <br />wr <br />Lo <br />a} x <br />V <br />0z <br />o r <br />i <br />> d' <br />ai <br />co <br />C <br />r <br />T <br />U) <br />c6 <br />CV <br />C <br />Mn <br />o <br />L0 <br />C m <br />00 <br />00 <br />'— <br />N <br />C4 <br />� <br />N <br />O <br />CN <br />r <br />00 <br />' /�� <br />Y ! <br />6 <br />co <br />�, <br />c) <br />6 <br />z <br />z <br />7 <br />E O <br />y <br />a <br />E <br />0 <br />¢ p <br />c <br />JOB <br />NO: 22-03339-03346 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />