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SCALE: " = 1'-0" <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 01 <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 />1 <br />2x <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT To <br />STRINGERS <br />AT STRINGER CONTACT \ L <br />/2x4 BLOCK IN KNEEWALLFOR 2x12 NAILING <br />POINTS _/ \x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2 1'-0" <br />J_A <br />INS <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ fl�T ____ <br />\/ <br />— <br />SYP CUT TO FIT <br />4RS IN WALL <br />—2x12 SYP <br />BEARS IN WALL f <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) 1Od x 1 1/2" <br />NAILS) <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND 2' 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 I <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />r i r <br />--2x4 BLOCKING FOR 2x12 // I <br />—2x4 PT UNDER 2x12 C I <br />ROVIDE MOISTURE I <br />\ PROTECTION <br />LATTACH ALL COMPONENTS / <br />STAIRTOCONC. W/ 4" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND / <br />OF STAIR TO CONIC. W/ J" X \ NAILED TO STRINGER / <br />2 a' TAPCONS @ MAX. 32" O.C. \ / <br />GA""'� <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�2+x4 DRAFT 1 <br />STOP <br />1 2x8 SYP DRYWALL STOP P / <br />MUST NOT TOUCH ' <br />STRINGERS G <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSG EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />l PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />MALL \ / <br />SECTION VIEW "D" SECTION VIEW "E" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'4' <br />" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />EA IN WALL <br />Iuf It n r B RS <br />PULLNOSE DETAIL <br />SCALE: 1" = 1'41 <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />A- <br />SCALE: 1 1'-0" <br />' 3/4 PLYWC <br />ON DECK <br />_L <br />Hot =r"" FOR STRAP CKING \ <br />x8 SYP <br />(2x4 SYP SIMPSON MT <br />w/ AND NAI <br />(14) 10d x 1 1/2" / FRAMIN( <br />NAILS) 2x4 DRAFT <br />i \ � W A STOP <br />DAFTS P <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/1LUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />r � <br />,H <br />E SECTION VIEW <br />_ SCALE: 2" = 1'-01, <br />2x4 BLOCKI <br />v—� NOTE: 2x8 ' <br />\ DRYWALL STOP <br />\ NOT SHOWN <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 />BLOCKING <br />I <br />Ilk <br />❑ 2X8 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 a'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 "G" BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4' = 1'-0' <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 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 />ID NAILED TO <br />WALL BELOW <br />JOINT <br />TO <br />)ISTS) <br />2X BLOCKING <br />2X STRINGER <br />PSON MTSJ2 w/ <br />10d x 1 1/2"\NAILS <br />D O 3D OR <br />3 <br />BLOCKING <br />RIStE 2 <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />a <br />cv <br />� o <br />-a <br />as <br />> Lu <br />M <br />ric C � r <br />o.°' aa� <br />v c, <br />C= •m a <br />c 8 <br />0 <br />M <br />O <br />N <br />N <br />O <br />n�,l1At{183d�� <br />��'•No PE'' S0'•� <br />STATE OF ,: 4 <br />/O N AI - <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. 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