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SCALE: �' = 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 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />0. <br />V V/1LL <br />0 <br />'YP CUT TO FIT I <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER�� <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />'IEW "A" <br />SCALE: 1" = T-0" <br />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS \ <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" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED --\ i <br />NAILEC <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 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = T-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />u <br />-7 <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />-�� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:' = 1'-0" <br />-3/4 PLYWOt <br />ON DECK <br />—2x8 SYP G <br />AND NAILI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKIN <br />C -, <br />NOTE: 2x8 <br />DRYWALL STOP <br />\NOT SHOWN <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—314" RISER CUT TO FIT STRINGER <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 />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--2x4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />—ATTACH 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 />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />G-1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STOP <br />-'N <br />—2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />.--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER- <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <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 />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />BELOWALL 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 />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID 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 ING <br />RIS R <br />L2�1 <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C"4 <br />ems, <br />4 <br />p W <br />s <br />� o <br />C� <br />C:31cc <br />Rc.,N <br />vm>� <br />y A R <br />,Q ;d ,eta <br />ar o-15 a <br />ca -3 m <br />3 d <br />a►. , ce <br />u, <br />0 <br />\��®v�e�alilttt0111t1if�f�C���, <br />(4 <br />cv <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />W d E <br />O <br />g � <br />o <br />o r+ W <br />LQ <br />000 <br />-10� <br />d/i Qj M V 2S # <br />C J 2 LL <br />\ u/ <br />LL. 555 D„ <br />uj <br />Z ° °i 0- <br />13,n J <br />L p Z <br />W. _'�NcO <br />0 <br />to °� m ue <br />y <br />6 LO M Z Q r <br />LLW <br />Z N OU <br />W Cp <br />M M <br />Z N t> <br />oa <br />z N <br />� <br />Q <br />a <br />N <br />c'> <br />Ln <br />LU <br />U <br />Q) <br />W oOft <br />t/) c <br />VLn <br />I U) <br />U d <br />c <br />w m <br />J E <br />nip m 8 <br />i <br />=� <br />c U) <br />® 0 <br />o <br />CC) <br />w <br />M <br />z <br />og <br />z <br />z <br />z< <br />U- <br />c E <br />o <br />E <br />z <br />o0 <br />Qo <br />�o <br />�"e <br />u <br />o0 <br />I— � <br />CL <br />O E <br />Xo <br />0< <br />a8 <br />�0V <br />o� <br />,=, 9 <br />.00 <br />¢O <br />r 2 <br />w J <br />W� <br />1 <br />rp <br />z <br />Y <br />C° 0 <br />8 LL <br />m <br />¢w <br />cn J <br />N 3 <br />¢ ° <br />z <br />g0 <br />sona <br />5,2. <br />aI <br />u. <br />w ", <br />MA <br />V <br />?o <br />ou <br />FI <br />r <br />o <br />z <br /><a <br />x0 <br />xo <br />2 <br />zIa <br />6 <br />0 _ <br />>M <br />o <br />ai <br />rn <br />m <br />c7 <br />L <br />00 <br />(0 �- <br />Q <br />� r <br />r <br />�- <br />VJ m <br />CNI <br />o <br />� <br />�O <br />Q <br />`�' <br />N <br />Q N <br />T <br />� <br />E <br />N <br />00 �; n <br />o <br />z <br />z <br />c <br />O <br />E v 4? <br />U 0 Q <br />c <br />J <br />JOB <br />NO: 22-08307 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />