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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 />V WALL <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 zit 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 />>YP CUT TO FIT <br />\RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP tCOMPONENTS <br />DE MOISTURE <br />CTION <br />LZATTACHTS <br />2x4 SYP BLOCKING X <br />AND NAILED TO FLOOR WITH GLUEFOR STRAP2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ " O.C.AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" OF SAtIR TO CONALL POC. WE4" XS NAI <br />�/ \\ 24" TAPCONS @MAX. 32" O.C. \ NAILED TO STRINGER /! <br />'IEW "All <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "Bit G. — <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />LT <br />E <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D". <br />SCALE: 1" = 1'-0" <br />/—" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />0 T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />l.1 <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />61, <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <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 1/2" NAILS) <br />NAILED TO STRINGER <br />H <br />x8 SYP GLUED 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON14)1Od MTS12 w/ <br />x 1 1!2" <br />2x4 DRAFT 2x12 NAILS)/ <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED <br />IL <br />NAILED --\ i <br />NAILED--\ <br />SECTION VIEW "Eli <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLUE---*' NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT L4/GLUED AND NAILED TO STRINGER <br />POINTS I1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />VIEW H SECTIONESECTION VIEW <br />H <br />_ SCALE: 2' = 1'-0" _ SCALE:' = 1'-0" <br />SCALE: 1" = V-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCK <br />C --I <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <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 />l 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 POS1 <br />(2) LAYER!" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 tX16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <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 />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />_ SCALE:' <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />BRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />. POST LET INTO <br />-OCK <br />DE <br />ING <br />?X8 BLOCKING <br />'OR NEWEL POST <br />-O ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <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 />RIS R <br />VARIES <br />SECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />M <br />Cz <br />CIQ <br />Z y � <br />e <br />C. <br />C f0 V N <br />yCo C <br />Q eq <br />� _= Y <br />�aza� <br />w _ <br />Cj <br />33;ro <br />d d.= <br />�� <br />CL -fl <br />C— <br />M o <br />Cj <br />o` <br />co <br />N <br />O <br />N <br />CV <br />O <br />L[i <br />O <br />t. <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 for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W �E <br />a ° <br />0 05 = N <br />-,on <br />ov <br />ac w <br />4 m LL <br />� <br />J � LL w <br />a <br />LLI <br />y - 6 d Y <br />CUM' <br />i <br />w o <br />o <br />Z CIO NZ ¢ k <br />�n N <br />O U U O <br />Z <br />W <br />V M � <br />N M <br />00 <br />� o <br />N <br />M <br />U) <br />N <br />Q) o <br />4--+ <br />w <br />O o <br />+^ w <br />v I Ly N <br />fCi ) <br />U <br />LL, <br />o ,. <br />E <br />wall <br />L <br />_s, N <br />U O N <br />c <br />N Y <br />N m <br />4 <br />-D <br />o <br />J< <br />w <br />M <br />M <br />Z 4 <br />o �S <br />Z <br />Q <br />CE <br />zo <br />�oa� <br />>� <br />14 <br />o <br />� " <br />wLL <br />_ <br />Z® <br />F M <br />20 <br />°� <br />0o <br /><a <br />�� <br />z <br />¢o <br />wz <br />4p <br />m� <br />a C <br />m <br />�' <br />H <br />N m <br />z� <br />¢ w <br />j <br />¢� <br />0 <br />2Z <br />U <br />W <br />z <br />�3 <br />0 <br />0 <br />v <br />w F <br />zI< <br />a <br />o <br />'M <br />O <br />ai <br />rn <br />(9 <br />L <br />00 <br />CO V) <br />r <br />:3 CV Q- <br />LO <br />QCr <br />;� °0 <br />N <br />a <br />w m <br />a--+ <br />LL <br />m <br />O <br />LO <br />CN <br />Q 00 N <br />T— <br />E <br />.? (O U-) <br />c00z <br />o <br />(6 <br />y <br />E .. <br />U <br />a <br />JOB <br />NO: 23-04905 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />