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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 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />6, <br />VWALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />SYP CUT TO FIT <br />%RS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />, B <br />2x6 SYP <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 (14) 10d x 1 1/2" <br />NAILS) <br />fI EW "A" <br />SECTION VIEW "B" <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 4" <br />AND 4" 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 />T / <br />---2x4 BLOCKING FOR 2x12t-- <br />2x4 PT UNDER 2x12�/ <br />— ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ a' X <br />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 1' TAPCONS @ MAX. 32" O.C. / <br />SCALE: 1 T-0" SCALE: 1" = 1'-C" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'0 <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS G T <br />T2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />CTION VIEW "ID11 SECTION VIEW "Ell <br />SCALE: 1" = 1'-D" SCALE: 1" = 1'-0" <br />/—t 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" = 1'4" <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 />NAILED- <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT <br />POINTS <br />9 <br />I 't2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />0 <br />FOA <br />jZF2x4 <br />SYP BLOCKING <br />FOR S�TRAP \11 <br />(SIMPSON MTS12 W/ <br />0 <br />HE <br />I <br />C <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />--� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 7' = T-0" <br />2x4 <br />NOTE: 2x8 <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 />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />(2) LAYERJ" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <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 />- POST LET INTO <br />-OCK <br />DE <br />JNG <br />?X8 BLOCKING <br />-OR NEWEL POST <br />f0 ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = T-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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRII <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC <br />RIS R <br />L_ <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />CL a w <br />c c_-� <br />e. u. a <br />-cc <br />ars co ca S <br />.cg cv ac; <br />a° ,E r <br />Cc <br />c E <br />ec 0 <br />qyE 1��S G�A@A� FC}e <br />ca <br />`tea � Ate, i 6 e � °e •w[N <br />PLO <br />•������`�6O��SSiO�i�`��' <br />f111 <br />111$1wW10�9 , <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 <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� vE <br />0 <br />4 <br />V oN o c o o <br />0 " 00 <br />00 N N r <br />lo- <br />N M <br />Q LL <br />—r w <br />Co <br />ou,u_ U.,a <br />Z @arn a. <br />0 <br />CU <br />zr- 9 <br />� <br />LOM z Q <br />Z LL <br />ILW <br />N <br />43 <br />OU 0 o <br />Z <br />❑o <br />Cll M Cl, <br />N Cl) <br />o� <br />M0 <br />13 <br />N <br />M <br />N � <br />v o <br />l__ J LL <br />O—� <br />LIJo <br />N cl:� <br />in <br />L <br />c) Q <br />N O> <br />0 <br />ti <br />CID <br />J <br />W <br />� <br />�Q <br />z <br />z <br />IL <br />!Z E <br />z� <br />o0 <br />Zo <br />QN <br />o <br />w z <br />z® <br />O a <br />�n3 <br />�Ie <br />Roso <br />&od <br />a <br />.0 <br />z <br />�z <br />_ C: <br />a o <br />mo <br />o� <br />aw <br />no <br />all CA) <br />j <br />® ? <br />< <br />a <br />W <br />m <br />g <br />QO <br />= <br />� <br />3 <br />M <br />w ~ <br />O= <br />v <br />zla <br />o <br />J <br />�� <br />} (y) <br />ai <br />o� <br />m <br />O <br />O <br />O � <br />0 <br />CT Y = <br />CU <br />0 <br />0- <br />U) m <br />N <br />LO <br />Q 72 <br />r111 <br />qqt <br />co 01 <br />O <br />00 0 <br />LO <br />N <br />Q cn N <br />r <br />i6 <br />E <br />M r <br />•� r' <br />o <br />Z <br />m <br />Z <br />w '� <br />E a`oi <br />r6 <br />a <br />E <br />0 _j ¢ o <br />j <br />JOB <br />NO: 23-00506 <br />SCALE : AS NOTED <br />SHEET` NO. <br />ST <br />