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I I � <br />•Iyf , i i ' <br />3 <br />w <br />I <br />N <br />u7 <br />s <br />a <br />LD <br />0 <br />c0 <br />J <br />0 <br />I <br />N <br />N <br />0 <br />0 <br />i <br />IV <br />cn <br />0 <br />.c <br />c <br />a <br />N <br />N <br />O <br />d <br />a <br />0 <br />x <br />0 <br />C <br />a <br />i <br />a <br />c <br />0 <br />01 <br />i:Z <br />M <br />O <br />u7 <br />LO <br />0 <br />0 <br />a <br />N <br />0 <br />LL7 <br />LO <br />c <br />0 <br />W <br />a� <br />0 <br />cn <br />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 />13/4x11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />E: <br />JOIST <br />X <br />SYP <br />2x8 SYP <br />l <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />I 2x8 <br />F <br />2x8 <br />SYP <br />rA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ -1 FT 1 <br />---2x SYP CUT TO FIT \ <br />BEARS IN WALL I <br />--------2xl2 SYP <br />BEARS IN WALL I <br />ZI Nil <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT rSTRINGER <br />MAINTAIN BETWEEN 4" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER 10 <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 /ILL <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS VX //A 0/////� <br />I <br />x4 BLOCKING FOR 2x12 <br />�x4 PT UNDER 2x12 C' ' I <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />/ [-'//AArW ALL COMPONENTS <br />\STAIR TO CONC. W/J" X TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. \ <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />it TT'I <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />//-D <br />/ \ <br />/ 614 <br />TOP OF / <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP / <br />I MUST NOT TOUCH 1 <br />2x SYP CUT TO FIT STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1x4 blocking <br />r <br />SYP / \ <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />FLAT STRAP NAILED TO RISER AND E <br />SIMPSON A35 OR <br />LSC EACH <br />1-1 <br />1/2x6 <br />XT <br />/ <br />2x4 SYP BLOCKING FOR STRAP <br />ON MTS12 w/ <br />(SIMPSON <br />THEN WRAPPED AROUND STUD - <br />STRINGER <br />/ 2x4 PT NOTCHED INTO STRINGER <br />(14) x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />PLAN VIEW <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />� AT STRINGER CONTACT POINTS <br />\ / <br />/ <br />/ <br />SCALE: = 1'-0" <br />" <br />WALL <br />\ <br />SECTION <br />VIEW <br />"D" <br />SECTION <br />VIEW <br />"E" <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 />\ 1 <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 />BOTTOM, GLUED AND <br />1/2" NAILS) / <br />NAILED TO STRINGER <br />/ <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x <br />I <br />S P <br />DRAFT <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO <br />x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED <br />/ NOT TOUCH STRINGERS <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-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 />STRINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />�7 <br />`-`-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />,fOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />SCALE: 1" = 1'-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 />C 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 />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM- <br />/ GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />� I <br />-(2) LAYERJ" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 t%16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: ? = T-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 />ID NAILED TO <br />WALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS2 w/ <br />10d x 1 1/2" NAILS <br />� DD OR 2X BLOC-ING <br />gRIS* / <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = T-0" <br />N <br />CO <br />N <br />LO o <br />C2 <br />Ii C2, i o <br />C f0 t-1 N <br />— Co <br />a <br />Q r N Y <br />d <br />� 3 � <br />is y a� a <br />=' Vic' <br />d <br />�cr-= <br />N CL. <br />c � <br />cv o <br />a <br />�e�\�st:titt=dFlP/P <br />r. <br />`� J <br />• eUlu <br />y! yr• <br />�> <br />U hR:. j <br />vl'` <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 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 />W cEo <br />0 N r <br />tlJ NCN0 ° J <br />1» th R u LL <br />Q LL W <br />M LL u- <br />W a <br />o <br />Z °'0 <br />�y C Zg <br />Hi 0 2 1- > <br />WIL <br />Oi� w <br />W N- <br />Z U z <br />ZN 00 0 <br />�Q, <br />B C <br />0 0 <br />Z N to <br />z <br />z o <br />� v <br />J <br />+-+ u, " <br />f0 w <br />� <br />U <br />O s <br />t� ='• <br />C� <br />lL J <br />m <br />V� <br />_ � d <br />Q Y <br />oco <br />JZ< <br />w <br />M <br />O <br />Z <br />Z <br />" <br />0 <br />zo <br />�� <br />» <br />Z <br />Z® <br />a <br />U <br />0� <br />`z <br />❑ a <br />Ca <br />F� (tS <br />_ <br />� <br />� a <br />� o <br />&a <br />zC=)�� <br />CO ro <br />¢o <br />Ww <br />@ <br />C <br />ao <br />0 <br />O <br />Fr <br />Z <br />z <br />? <br />m <br />U <br />b <br />aw <br />� _ <br />8 3 <br />W <br />C) <br />0< <br />w <br />?EE <br />p� <br />a°Z <br />mF <br />oz <br />r3 <br />o <br />w� <br />Z 0 <br />C7 <br />�o <br />IIIIIII� <br />M <br />a Ix2I¢ 0U <br />c O <br />o Or`1 <br />Z <br />Ui <br />Q <br />m <br />rn <br />m <br />i <br />T <br />LO <br />LO <br />ca <br />CN <br />m <br />LO <br />0 <br />� <br />O <br />co <br />CN <br />Cq <br />LO <br />N <br />� <br />T <br />� <br />r <br />co LO <br />m <br />ce) T— <br />(0 ii Lf� <br />o <br />Z <br />m <br />0 <br />tl <br />U Q p <br />JOB <br />NO: 23-06115 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />