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J <br />W <br />I <br />M <br />r` <br />i <br />J <br />Q <br />cm <br />CO <br />v <br />Cn� <br />0 <br />J <br />t <br />N <br />C4 <br />L0 <br />L0 <br />i <br />0 <br />v <br />N <br />0 <br />i <br />01 <br />-L <br />Q <br />r+� <br />O <br />v <br />a <br />FE <br />E <br />O <br />0 <br />c <br />i <br />n: <br />0 <br />v <br />U <br />J <br />v <br />tZ <br />CN <br />0 <br />u7 <br />LO <br />bs <br />0 <br />0 <br />0 <br />a <br />rh <br />0 <br />CN <br />t2 <br />Lo <br />v <br />0 <br />w <br />0 <br />Z <br />w <br />Q <br />CE <br />M <br />m <br />LO <br />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 />\ E, <br />I —A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT I <br />I\RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od x 1 1/2" <br />MTS12 w/ / <br />/ AT STRINGER CONTACT POINTS NAILS) <br />/ \ NAI� <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 "' <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND / <br />NAILED TO STRINGERxo <br />2x4 BEHIND RISER j <br />BLOCKING FOR <br />—1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />—2x4 DRAFT RISER AND TREAD <br />STOP j <br />—2x8 SYP DRYWALL STOP MUST / <br />NOT TOUCH STRINGERS <br />I � <br />4-2x4 BLOCKING FOR 2x12 I <br />—2x4 PT UNDER 2x12 C <br />I I tCOMPONENTS <br />DE MOISTURE <br />\ CTION <br />ATTACTSOF STAX <br />2 J" TAP" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ <br />GA'�� <br />/ TOP OF ' \ <br />61, \ STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />�S': <br />x4 DRAFT <br />/ TOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />1 I STRINGERS G <br />EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />2x4 SYP <br />` BLOCKING <br />FOR STRAP / <br />\ (SIMPSON MTS12 w/ <br />I 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 />ER <br />IED <br />,ILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />� / <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , <br />-- <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED—\ <br />' <br />2xi <br />' <br />I <br />1 <br />DRAFT STC P <br />I <br />2x4 PT NOTCHED INTO <br />2x4 PT NOTCHED INTO <br />\ <br />STRINGER AND TAPCONED\ <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ <br />E—/ <br />_ 1x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B —� <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />W <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />W="mm <br />` 12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x44GLUED AND NAILED TO STRINGER <br />\ FOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />_ SCALE: I' = 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 />\ DRYWALLSTOP <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" = T-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS- <br />\ ' � PER CONTRACT <br />V <br />�(2) LAYER4' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4'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: J' = 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 />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 />1 POST LET INTO <br />(LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BILOCKING <br />2X STRINAR <br />PSON MTSJ2 w/ <br />' <br />10d x 1 1/2" AILS <br />DO R <br />3fFD <br />2X BLOCKING <br />RISL� <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />o <br />ev <br />� <br />c <br />LO <br />'= <br />as <br />O <br />W <br />o <br />-J <br />ci a� <br />c mC�N <br />- v m x <br />N C6 ® a <br />N ® N <br />N d C= fC7 <br />r N <br />32 W <br />�; C6 <br />L <br />'i4 ai d J2 <br />cj W <br />m <br />�® <br />c E <br />�`aat@�l:$Edo�k'ffj��F` <br />:y i:y� •esn�• M�yfd <br />V. <br />77 <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 An 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 />t� W <br />s <br />AWAM B <br />o E <br />o mMEN <br />0 N <br />N 0) � <br />r N <br />? fA <br />F Q <br />�n <br />M <br />7 §!13 <br />U)r- r� <br />m v <br />@u- w <br />U- uj a <br />J- Y <br />o <br />@ q v <br />_Z <br />5 c, <br />lu <br />W <br />� ma 3 <br />y o <br />� N CO <br />W <br />�F Z <br />LL <br />rn m w <br />Z ¢ J <br />0 <br />5 <br />N <br />�cv v Z <br />jlf�`xrW <br />p V U O <br />❑ ❑ <br />V M <br />N Sh <br />0o <br />Co <br />z o <br />z � N <br />Q <br />Ln <br />z <br />C� L <br />+-, <br />ru <br />cf� <br />Q Fj <br />O <br />)Ln <br />�, o <br />N� <br />�cn <br />pEp <br />3 <br />U 'o m <br />0 <br />° <br />N <br />o <br />cM) <br />J <br />J <br />09 <br />w <br />Z <br />Z <br />LL <br />Q p <br />Co U <br />z o <br />wz <br />>M <br />Zo <br />oa <br />H rd <br />o <br />�F <br />z <br />U <br />0< <br />az <br />z <br />wo <br />L <br />Cn <br />G <br />¢ pZ <br />10. <br />W <br />.0 <br />a�W <br />¢.z <br />CD <br />2go <br />woF <br />�Z <br />w <br />=_0 <br />o ii <br />Jw <br />3 <br />M <br />w a <br />O <br />a 0 <br />C' <br />zI< <br />� 3 <br />N O <br />> L <br />O <br />ui <br />rn <br />m <br />0 <br />LO <br />Y i <br />co <br />0 <br />N <br />— <br />LID <br />O <br />M <br />� <br />o <br />LO <br />T <br />L <br />E <br />L0 <br />7 <br />M r <br />L) <br />o <br />Z <br />t0 <br />Z <br />c <br />E <br />E <br />/J <br />co <br />c <br />cc <br />a <br />U <br />Q p <br />JOB <br />NO: <br />23-06113 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />