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SCALE: iil = 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 />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 112" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED L/-,�2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />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: i" = 1'-0" <br />MALL <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 a' <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 />A2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />4RS IN WALL <br />F/77/1 F77/7///71 <br />2x12 SYPBBEARS IN WALL 2x4 BLOCKING FOR 2x12 c: 2x4 PT UNDER 2x12 cr---� <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/"X2x4 PT NOTCHED INTO AND NAI D TO FLOOR WTIH GLUE FOR STRAP APCONS @ MAX. 32" O.C.(14) 1Od N MTS12 wlAT STRINGER CONTACT POINTS NGER\ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 -1-'TAPCONS @MAX. 32" O.C. / <br />f I EW "A" <br />SECTION VIEW "Bit <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />E <br />2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ / / <br />CTION VIEW "D" SECTION VIEW "Eli <br />SCALE: 1" = 1'-0" SCALE: 1" = V-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" = 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 -AT <br />STRINGER CONTACT <br />POINTS <br />7V <br />SCALE: 1" = 1'-0" <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />—� <br />H <br />E SECTION <br />VIEW <br />_ <br />SCALE: ' = V-0" <br />-3/4 PLYWC <br />ON DECK <br />` 2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />G.1y - ----\ <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP <br />—2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />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 licit <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" 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" = 1'-0" <br />F SECTION VIEW <br />SCALE: J" = 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 />_ POST LET INTO <br />_OCK <br />DE <br />JNG <br />?X8 BLOCKING <br />:OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-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 />JOI NT <br />_TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1" = V-0" <br />•■•'•'E• • .•. - <br />4 <br />� <br />j <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W <br />Q <br />v E <br />O O <br />LO <br />00 <br />n <br />N_ <br />U <br />N N <br />di <br />a�p <br />® <br />pip <br />�n ao In <br />at LU <br />LLI a <br />U: <br />cNj <br />L L a Y <br />a Lu <br />Z <br />�as u <br />v <br />0� �0 <br />0-- <br />Q.° <br />L f0 <br />4:5.FUNm <br />J <br />K O <br />Z <br />LLW <br />N M Z <br />a <br />Of 0 p <br />OU <br />U-jvvi <br />❑00 <br />04 <br />Z N M <br />z $ <br />z <br />a d. <br />J <br />E3 <br />t� <br />z <br />0 <br />4 <br />f6 <br />Lu M <br />U <br />� <br />0 <br />cn <br />�N <br />w g <br />Uj J <br />— E <br />8 <br />L <br />U =O y <br />C U) <br />Q N m <br />tl <br />®� <br />o <br />w <br />co <br />z <br />o <br />z <br />a <br />� <br />,;; <br />I_ <br />zo <br />OO <br />Z>Z� <br />aN <br />Q O <br />E V <br />a� <br />z® <br />0 <br />wCU ¢ <br />i_ rd <br />O E <br />0 <br />X <br />o¢ <br />p <br />0 OU <br />01 <br />d Z <br />N @ <br />L <br />¢¢o <br />WW <br />(� <br />[n C <br />_ <br />Q ❑ <br />o <br />U <br />N <br />m 2 <br />F O <br />01 <br />Z <br />m <br />4 W <br />o <br />ao <br />z <br />V <br />K0 <br />�w <br />Qo <br />o' <br />z <br />1- <br />=3 <br />o <br />C.0 <br />wa <br />>° <br />a <br />za <br />o3 <br />E <br />J <br />2 <br />> C� <br />O <br />Q <br />°' <br />rn <br />B <br />m <br />0 <br />^L <br />W <br />� <br />c <br />> <br />cc <br />J <br />N <br />m <br />O <br />m <br />CLo <br />F <br />co <br />_ <br />LO <br />■�oo <br />O <br />LO <br />N <br />= Ooo <br />� <br />r <br />ui <br />N <br />M N <br />o <br />Z <br />Z <br />E O42) <br />T <br />a <br />U <br />Q p <br />JOB <br />NO: <br />21-1074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />-- - -- • <br />m o i � i,i r rnir itl� - <br />