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,o <br />m <br />tm <br />N <br />L0 <br />rn <br />v <br />cn/ <br />0 <br />0 <br />to <br />N <br />i <br />m <br />LO <br />N <br />1.0 <br />v <br />t <br />cn <br />0 <br />.c <br />0 <br />O <br />GV <br />LO <br />LO <br />v+ <br />c <br />O <br />N <br />N <br />d <br />E <br />iu <br />O <br />L <br />v <br />c <br />c <br />ti <br />In <br />E <br />0 <br />H <br />.o <br />i <br />a <br />0 <br />0. <br />r <br />N <br />0 <br />0 <br />O <br />a <br />N <br />N <br />U <br />0 <br />¢ <br />m <br />3 <br />0 <br />cn <br />SCALE: " 1'-O" <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 />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <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:' = 1'-0" <br />V Vr1LL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND " 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 />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP B BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVIDgMOISTURE <br />PROTEC <br />RATTACH ALL COMPONENT <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 4"XAND NAIED TO2x4 PT DLOOR WITH GLUE INTO STRINGER_t_/ FOR STRAP TAPCONS @MAX. 32" <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ \ NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 a \' TAPCONS @ MAX. 32" O.C. / <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G-1 SECTION VIEW "'C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />64 <br />/ TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP N [ <br />r- <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE AI S) x 1 1/2" <br />N <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = V-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 />-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 />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />r.1 <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "Ell <br />SCALE: 1" = T-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />—'/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />-3/4 PLYWOO[ <br />ON DECK <br />--2x8 SYP GLi <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />PER CONTI <br />�I <br />(2) LAYER f EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE:' = 1'4" <br />1-1 <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 />:L 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 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-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 B OCKING 2X STRII <br />PSON MTS 2 w/ <br />R <br />10d x 1 1/2 NAILS <br />D OR 2X BLOC ING <br />3 RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C\F <br />' <br />> LU <br />Cj Q o <br />' <br />a cc e� <br />- a m <br />- o <br />-; Z'` N= <br />mc',Cc <br />ZW <br />' <br />4) ca.-:c co <br />c c <br />CD c <br />� <br />R m3 <br />0.aL <br />E <br />efl 0 <br />L <br />_ o <br />�,~,�1111t111i! !1i/p <br />,,.`N N <br />°'� S ' <br />. �1 <br />v, fL6 <br />CZ 0. <br />e <br />Y <br />FL <br />..�,.Y <br />0x OW, <br />E MOW, <br />I <br />fl <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bear9ng <br />Engineers signature and seal. <br />fA <br />ILI <br />121 co r <br />® ��mw <br /># <br />M cnN0 # <br />252S LL <br />Q CM: <br />- 5 LL <br />-j 5 <br />rn <br />Z --cu @ a <br />r �� Z <br />O <br />CLL <br />_ 5 O <br />5 @ cu c0 <br />W 8CP <br />m w <br />Z Q J <br />Z N co N LL <br />O U 0 <br />W 00 <br />o$ <br />z N <br />z o � <br />� <br />M <br />V) <br />o <br />0 <br />iJ u7 <br />yaw <br />D0 <br />w g <br />to r- <br />N .f) <br />Cf) <br />U <br />r— — E <br />m i <br />U 0 <br />Ctf W Y <br />Q <br />• <br />ti <br />o <br />w <br />M <br />N <br />o <br />z <br />E <br />og o <br /><� <br />1:"- <br />Eo <br />w� <br />Z® <br />UO <br />(6 <br />OO <br />aa z <br />O <br />aZ <br />4] <br />o <br />� <br />J <br />� <br />Ui C <br />O U <br />o <br />Z F <br />z <br />cn <br />N <br />p p <br />d 0 <br />LL�_ <br />U <br />�o <br />az <br />r- <br />>° <br />o <br />Mj O <br />�I <br />w <br />A <br />b-,_ <br />Ov a <br />LO <br />LO <br />rn <br />m <br />00 <br />0 <br />M <br />V <br />m <br />1 m (1) <br />LO <br />T <br />fn <br />LO <br />M N <br />O <br />N N <br />L r) <br />l.i') <br />N <br />Q <br />E <br />MCf N <br />Z <br />CISW <br />N T <br />T <br />C <br />n <br />E <br />o <br />v ¢ <br />c <br />c <br />JOB <br />NO: 22-12362 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />I --ill i 11 1JI I--T T I F— I <br />