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3 <br />J <br />LLJ <br />I <br />u7 <br />CN <br />m <br />LO <br />C> <br />ED <br />cn <br />t2 <br />J <br />N <br />0 <br />M <br />i <br />N <br />LO <br />0 <br />WO <br />i <br />02 <br />v <br />0 <br />i <br />C <br />M <br />O <br />a <br />T <br />E <br />0 <br />v <br />i <br />a <br />0 <br />10 <br />0 <br />LZ <br />0 <br />L0 <br />0 <br />a <br />N <br />0 <br />LO <br />v <br />0 <br />0 <br />z <br />w <br />Q <br />m <br />v <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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />1 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x <br />DRAFT S P <br />2X4 PT NOTCHED INTO - <br />- - ---- - - <br />STRINGER AND TAPCONED <br />2X8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />E <br />—J 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />V VIALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />�j FACE OF 2ND RISER <br />/ I <br />3YP CUT TO FIT <br />FRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP / \ <br />/ 2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER\ FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE \ (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ <br />AT STRINGER CONTACT POINTS NAILS) <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER /7� [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />STOP j <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS I <br />I <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C f <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />/ ATTACH ALL COMPONENTS <br />\ OF STAIR TO CONC. W/ 4" X / <br />\ 2 a' TAPCONS @ MAX. 32" O.C. <br />`— AT ALL COMPONENTS \ 1x4 GLUED AND / <br />OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / <br />2 4' TAPCONS @ MAX. 32" O.C. / <br />fI EW "A" SECTION VIEW "B" <br />SCALE: V = 1'-0.1SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />GA <br />TOP OF / <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />I MUST NOT TOUCH r <br />STRINGERS G <br />I <br />E2x4 BLOCKING FOR 2x12 SIMPSON C <br />2x4 PT UNDER 2x12 OR LSC EACH <br />I <br />\ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON14)1Od MTS12 w/ <br />PT NOTCHED INTO STRINGER\ <br />D NAILED TO FLOOR WITH GLU <br />S) x 1 1/2" <br />NAILS) <br />NAILS} <br />STRINGER CONTACT POINTS <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />Z-7-3z" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'4" <br />NGER <br />SLUED <br />NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />77 <br />2x4 SYP BLOCKING <br />?Z4 <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />_ <br />I J <br />r� Uzi /I <br />DRAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />�. ,�OR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />2x8 SYP GLi <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C NOTE: 2x8 I <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 />\ <br />FLOOR TRUSS OR <br />CONN. TO BOTT <br />\ <br />/ <br />GIRDER, FIELD VERIFY <br />OF NEWEL POS- <br />PER CONTRACT <br />(2) LAYER 4" 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: ' = 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 />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 />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 RE <br />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 BLOCKING <br />PSON POTS �2 w/ <br />10d x 1 1/2" \NAILS <br />2NDD OR 2X BLOCKING <br />RIS'L-� <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />Z � <br />� � a <br />S W <br />O <br />:= cm <br />C <br />-EF cti <br />N <br />�. <br />N C. <br />Z <br />H <br />m � <br />cx, r <br />% UIPIS�EF F <br />d <br />nC�S-, <br />'o <br />m �•^°• <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 />N <br />v E <br />0 <br />,{ (� O C� cD n <br />.5p� <br />y®y� <br />YI U) C - J <br />i C J L- W <br />J-� a- a <br />a <br />z o Cc <br />L (6O <br />_ <br />_ O: 0 NIL (O v <br />W rn 0rn SS <br />o J <br />Z <br />N Q <br />} Cl)Q <br />N <br />CL O <br />Z b U v U) <br />s W <br />N Cl) <br />o� <br />z S <br />z o <br /><C <br />J <br />M <br />Ln z <br />0 o <br />a--' u, <br />w Y <br />O w o <br />U0 Y <br />N� <br />VCO <br />Oft <br />c ° <br />IIP J <br />dt ~ N p <br />P <br />U o N <br />Q <br />° <br />h O <br />i <br />o <br />M <br />J <br />J <br />0 i <br />I <br />w <br />z <br />z <br />g <br />U_ <br />fl- <br />v <br />zo <br />0 o <br />wz <br />>M <br />Z< <br />z <br />od <br />ra <br />'1,o <br />co rC <br />�0 <br />E <br />�z <br />0o <br />oQ <br />az <br />I- <br />L <br />o <br />U) ra <br />c <br />i <br />J <br />ao <br />�1< <br />U <br />°O <br />o� <br />z <br />F <br />�z <br />W <br />g< <br />ww <br />3° <br />az <br />m <br />� <br />aLL <br />r_3 <br />O <br />w <br />wr <br />>° <br />t <br />o5 <br />o0 3 <br />c� <br />_o O <br />N <br />L6 <br />O <br />aD <br />rn <br />m <br />m <br />c� <br />(Q Lid <br />r <br />Q <br />Cr T co <br />T <br />/ /V U <br />v J o > <br />m — <br />I'`VV11//V11// <br />M <br />LN <br />-0 o o <br />lid <br />T <br />Q LO \ <br />LO <br />r. <br />E <br />w TT M <br />o <br />z <br />E r <br />E a? <br />cc <br />a <br />v <br />U J ¢ o 1J <br />JOB <br />NO: 23-06121 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />-_-. 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