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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 />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />FLOOR / <br />JOIST SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER // <br />GLUED AND NAILED TO <br />LANDING \ \ <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT- <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />I -2x8 SYP DRYWALL STOP MUST <br />ILNOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ _ 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />2x4 CUT ON BEVEL 'r <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 I F 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />J_A <br />1-N <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />T <br />r/ <br />2x SYP CUT TO FIT 1 ' <br />BEARS IN WALL I <br />�2x12 SYP ~' <br />BEARS IN WALLI B <br />'-2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON4) Od x 1^1l2S NAILS <br />AT STRINGER CONTACT POINTS \ / <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING — <br />IN, <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 BETWEEN4" <br />AND �' 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 />j <br />I <br />---2x4 BLOCKING FOR 2x12 // I <br />2x4 PT UNDER 2x12 C I <br />- ROVIDE MOISTURE I <br />\ PROTECTION <br />LZATTACH ALL COMPONENTS / <br />IR TO CONC. W/J" X <br />CONS @ 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 />G - t _ -_ 11-1 \ <br />TOP OF I \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />\ MUST NOT TOUCH <br />' 2x SYP CUT TO FIT I 1 STRINGERS <br />BEARS IN WALL <br />I 2x12 SYP BEAR IE I <br />IN WALL I SIMPSON A35 \ <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN \ <br />WALL <br />SECTION VIEW "D" <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 />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 />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT/ <br />STRINGER CONTACT <br />POINTS <br />L <br />SCALE: 1" = 1'-0" <br />74-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx*/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od M/2" N I <br />/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: � = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />---2x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER \X <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 />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER t" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <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 />SECTION VIEW 11G11 <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <br />NEWEL POST <br />BLOCKING <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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRIN4R <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1 /2" AILS <br />\Z46 CK <br />OR 2X BLOCKING <br />3 <br />RISC / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />e•� <br />cm <br />C"%1 <br />M <br />C2 <br />cos' <br />Uj <br />LL_ <br />o <br />u n C9 <br />o <br />�_C4u <br />as - <br />N T7 C -S_— <br />Q � N <br />3 = o 04 <br />m n._M <br />E <br />W a _ <br />'., <br />d -co <br />� a <br />_ d <br />c c <br />R' <br />o <br />ow <br />N so <br />< <br />�O Off• <br />•• <br />,CLV <br />rd <br />s'z4ROxESS10a `\,�� <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 <br />7th Edition. 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