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I. - ---- I. _ <br />v <br />w <br />4- <br />0 <br />N <br />C2 <br />D- <br />0 <br />0 <br />Ln <br />CV <br />s <br />rn <br />L0 <br />0 <br />I <br />N <br />v <br />V) <br />0 <br />Q <br />N <br />N <br />Ca <br />E <br />E <br />O <br />S <br />L <br />O <br />C <br />N <br />i <br />0 <br />1Z <br />E <br />0 <br />U <br />Cl- <br />i <br />a <br />O <br />0 <br />0 <br />LZ <br />N <br />0 <br />i <br />ZZ- <br />N <br />N <br />0 <br />0 <br />v <br />SCALE: 4,, = 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 />VVHLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 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 />SYP CUT TO FIT <br />NRS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LZ ALL COMPONENTS <br />2x4 SYP BLOCKING IR TO CONC. W/ 4" X <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP CONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (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/ a' X \ NAILED TO STRINGER <br />/ 2 4' TAPCONS @ MAX. 32" O.C. / <br />(I EW "A" <br />SCALE: 1" = T-0" <br />10 <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6", <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />t PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />CTION VIEW "D11 <br />SCALE: 1" = 1'-0" <br />Z'" 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'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <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 />8 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 />NAILEDi <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 11x4 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 />FSTRINGERS <br />L— J' C�tt TILWLIlVli <br />/ <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />\ <br />NAILS) <br />SECTION <br />VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />-- H <br />SECTION VIEW <br />SCALE: 7' = 1'-0" <br />SCALE: 1" = V-0" <br />3/4 PLYWOOE <br />ON DECK <br />-2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C ^I NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />STRINGER <br />— 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />F— 2x4 PT UNDER 2x12 OR LSC EACH <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 />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <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 />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: "' = 1'-0" <br />CONN. TO BOTT, <br />OF NEWEL POST <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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />(WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />tRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />iL 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 />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />R <br />RR <br />L3;;d <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Colo <br />c� <br />0 <br />c� <br />to <br />c <br />N <br />-o <br />as =o <br />C W <br />ca a rZ c' <br />.rsmx <br />_ <o C= ,- <br />H C- <br />Q CV <br />ao CL) Y <br />c c as <br />CU <br />3 � <br />I9 m as �a <br />� u w <br />c E <br />,a c <br />a <br />fill /s, <br />4�jJ�•P � <br />-^ <br />C <br />r <br />e <br />h'J <br />d <br />' `•,�r�� later <br />^y <br />� � S 1 C`i � �`^ <br />���\°,``�` <br />ell HIM, <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />4 i <br />Oc E <br />Q <br />p N <br />(0 0� <br />o <br />s <br />���a <br />�r`r` J <br />J <br />C JLLW <br />Ca LL 33 <br />�°° <br />C <br />L M 0 2i <br />Y, <br />j '@ NCO O <br />^ W <br />C/) m <br />x <br />Z <br />0 <br />N M Z ¢ r <br />= <br />O U o <br />W <br />❑ ❑ <br />U r <br />z N 7 <br />_oo <br />0 <br />Z � N <br />z o � <br /><c <br />N <br />M <br />(S o <br />4—d <br />cn <br />LU <br />0 <br />� <br />,.L, g <br />w <br />wr <br />U <br />... <br />�w £ <br />o <br />Uo o <br />¢ <br />m <br />®® <br />N � <br />ti <br />O <br />J <br />W <br />to <br />M <br />M <br />J <br />y ¢ <br />� <br />z <br />z <br />4 <br />� <br />c E <br />og <br />z< <br />E <br />wz, <br />r <br />CL <br />5 <br />a <br />cocu <br />o <br />U <br />op <br />E <br />CEO B <br />L <br />d O <br />Wz <br />8 <br />d z <br />wz <br />�w <br />C <br />c <br />¢ o <br />om <br />.0 <br />z <br />M a) <br />J <br />az <br />� <br />¢ <br />o� <br />zz <br />a o <br />MEN <br />C/J <br />log <br />az <br />N W <br />uly <br />M <br />Q O <br />= <br />o <br />w <br />w4 <br />=ti <br />;o <br />Mj <br />8 <br />°3 <br />O <br />a <br />'M <br />J <br />O <br />ai <br />rn <br />m <br />(D <br />CM <br />to <br />O <br />L0 <br />: <br />LO <br />N <br />CT .. <br />o <br />J <br />O <br />L <br />r' <br />Co <br />O <br />LO <br />O <br />cc 04 <br />mO <br />CD <br />O <br />LO <br />N <br />Q00 <br />E <br />«:1 <br />E <br />(D r <br />O <br />Z <br />f0 <br />Z <br />� <br />E O <br />fn f <br />M <br />E <br />d <br />U J <br />Q <br />J <br />JOB <br />NO: <br />23-00509 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />