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SCALE: .' = 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 />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 1/2" NAILS) <br />NAILED TO STRINGER \ / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />' 2x <br />I DRAFT S P <br />2x4 PT NOTCHED INTO STRINGER AND TAP \ 2x8 SYP DRYWALL STOP MUST <br />CONED <br />INTO FLOOR WITH GMNOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ Ll 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: 4" = 1'-0" <br />V Vf1LL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />-A <br />1-1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />ikRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP /75 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ NAILS) <br />NAI� <br />i <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 6, <br />—3/4" RISER CUT TO FIT <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 />2x12 SYP (`SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER ;fi� 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />171 <br />—2x4 BLOCKING FOR 2x12 /� f <br />—2x4 PT UNDER 2x12 C <br />j <br />I <br />\ ATTACH ALL COMPONENTS <br />PROTECTOF STAIR TO CONC.2 4" TAPCONS @ MA% <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ / <br />GA\� <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�S! <br />x4 DRAFT <br />/ TOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />I ' STRINGERS <br />' 2x4 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/(14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLU NAILS) <br />STRINGER CONTACT POINTS \ <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 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 />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—` <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />�: <br />CL <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />\TWA <br />` f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4 1/GLUED AND NAILED TO STRINGER <br />AeOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: "' = 1'-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 />SCALE: 1" = 1'-0" <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 />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />� \ PROVIDE <br />\ / I BLOCKING <br />NF <br />F2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 4"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G11 <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:' = 1'-0" <br />BLOCKING <br />SCALE: 1" = V-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 />VTO RIM BAND, <br />ID NAILED TO <br />✓VALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />/ 2X STRINAR <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />fF <br />3 D D OR 2X BL05KING <br />RISN� <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />t%j <br />C2 <br />N <br />C14 <br />® <br />0-ur <br />tL <br />eL. <br />- <br />L <br />w° <br />C'M <br />0 <br />Lo <br />_o <br />0 <br />� u'�J } <br />�t a to <br />y�N �'�' R <br />• <br />l• L� <br />N <br />No <br />' T.4TE <br />1 �•sb��i Si, <br />a <br />� obi <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 />- <br />Residential 7th Edition. 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