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ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <br />FLOOR <br />JOIST SIMPSON A35 OR <br />LSC EACH <br />STRINGER 2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />1 3/4 x 11 2x6 SYP <br />rzzl <br />i VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC11— _N I I I I i <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L4x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />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 />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />}I I} F 2x8 <br />SECTION VIEW "A" <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND J" 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 />B-� <br />`- 2x4 SYP BLOCKING <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />/ AT STRINGER CONTACT POINTS \ x 1 1/2" <br />NAILS) <br />/ <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />al, <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4" X <br />2 t" TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />/// 2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1y <br />TOP OF <br />STRINGER <br />r•IN <br />STRINGERS <br />R IS E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 wJ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLUE(4) 10x 1 1/2" W/ SIMPSON H3 — <br />AT 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" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />3/4 PLYWOOD <br />ON DECK <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND 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 x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />— , FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWC <br />ON DECK <br />---2x8 SYP <br />AND NAI <br />FRAMI N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C --� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j4"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 />44 <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />PER CONTRACT <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 />L POST LET INTO <br />'LOCK <br />I DE <br />KING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />> TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B CKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR 2X BLOC NG <br />3 <br />RR <br />R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />O <br />N <br />00 <br />c) Z <br />r i a. <br />= toC.> is <br />-- co <br />= u a <br />y ca Ea <br />z <br />Q ++ N `2 <br />Z a <br />io � •ao sa <br />c c <br />y d <br />w o <br />_ <br />�Of`•E <br />SS1t?ty <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />A�IIIgW <br />W `TE <br />1 <br />0 .00 <br />`� # <br />Q C -, LL W <br />U_ <br />LL d <br />J <br />a' <br />13(' w <br />= <br />13 <br />smw <br />o <br />YW M AlF.- O <br />2 <br />UO3 T m <br />Z NZ d J <br />M 0 <br />IL <br />N <br />Z OU N <br />W E, I' <br />Z c <br />J <br />ri In <br />N <br />X <br />LU <br />C) W <br />� p <br />U <br />0 w o <br />V) C N <br />M <br />U <br />8 <br />® LLl J 8 <br />I <br />z� <br />_ .LC <br />IN 1 <br />U <br />c d <br />¢ U 0 <br />� 0 <br />S� <br />M <br />C7 <br />0 <br />z <br />� <br />E <br />zffi <br />��P <br />�� <br />>� <br />;Z <br />kz <br />�® <br />❑a <br />'T 6 <br />XO <br />�U <br />pU <br />ra <br />Z19 <br />O E <br />a <br />°a <br />az <br />Wf <br />±V i <br />(O <br />ao <br />z <br />U <br />Nm <br />m U <br />Z <br />ZYo� <br />(� Q% <br />J <br />e <br />QW <br />g <br />(N <br />F <br />O� <br />Z <br />OU <br />N <br />�� <br />a <br />LW <br />W <br />� <br />Mr <br />c� <br />z <br /><Q <br />=3 <br />WO <br />}o <br />a <br />iIa <br />o 3 <br />E� <br />J <br />>M <br />O <br />qt <br />rn <br />B <br />0 <br />M <br />CO r- <br />O <br />Cr <br />o <br />co <br />L0 <br />N <br />O <br />O <br />LO <br />N <br />Q CN <br />r <br />E <br />N <br />' M N n <br />z <br />z <br />E O <br />r_ <br />a <br />-0 <br />E v a3 <br />U _ Q p <br />c <br />JOB <br />NO : 22-08302 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />