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W <br />1 <br />N <br />v7 <br />m <br />N <br />�T <br />z <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 />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />FLOOR <br />JOIST <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />I <br />1 <br />1 3/4 x 11 <br />VL <br />lo <br />2x4 UNDER STRINGER <br />GLUED AND NAILED TO <br />LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D i WALL GLUED TO <br />II F 2x8 <br />rA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT 1 <br />BEARS IN WALL I <br />r-- 2x12 SYP <br />BEARS IN WALL <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 />i <br />SECTION VIEW "A" <br />2x8 STRINGER MUST MAKE <br />SYP FULL CONTACT WITH LANDING <br />_—I TTI <br />II�111�11. <br />. . . . . .... ._. <br />• . • <br />• erieee� e�e�aar_e�aar•r•r_eaaaaar•a�eari�■ ■ ►_. <br />ORloll, <br />L-1 x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />PLAN VIEW 2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />SCALE ": = V-0' WALL <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 />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 />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT 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 1-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L/2x4 <br />BLOCK IN KNEEWALL FOR 2x12 NAILING <br />LX4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: �' = 1'-0" <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" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER/ / A <br />/ <br />BLOCKING FOR <br />�-1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />?2x4 DRAFT RISER AND TREAD <br />STOP <br />� /�� <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS I <br />I I <br />x4 BLOCKING FOR 2x12 / <br />x4 PT UNDER 2xl2 C I <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />ATTACH ALL COMPONENTS <br />/ \ OF STAIR TO CONC. W/ i" X / <br />2 t" 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" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />[ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G. 1 <br />-- <br />y � <br />TOP OF <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 / STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR I <br />IN WALL E 2x4 BLOCKING FOR 2x12 SIMPSON A35 / <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />:Zzz <br />STRINGER <br />— 2x6 SYP / \ <br />/ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />STRAP <br />XIAFOR <br />BEVEL GLUED AND <br />(SIMPSON14)10d MTS12 w/ NAILED TO SUPPORT <br />2x4 PT NOTCHED INTO STRINGER\ <br />/ AND NAILED TO FLOOR WITH GLU (4) 10d x 1 1/2" W/ SIMPSON H3 — <br />NAILS) <br />AT STRINGER CONTACT POINTS <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 />r----2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />NGER <br />SLUED <br />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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />J <br />r_I <br />12x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LALUED AND NAILED TO STRINGER <br />,,fOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SECTION VIEW <br />_K�T SCALE: 4" = 1'-0" <br />S" <br />2x4 <br />SCALE: 1" = V-0" <br />ka <br />NOTE: 2x8 <br />DRYWALL STOP <br />\ NOT SHOWN / <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 />IH- <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POSTLE� <br />OR 1 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" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: }" = 1'-0' <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 />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS' 2 w/ <br />10d x 1 1/2" \NAILS <br />a(dDD OR 2X BLOC <br />ING <br />RIS* / <br />%/ARIFC <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />spa <br />N <br />O <br />N <br />C" <br />m p W <br />L w o <br />ae� o <br />LtlILL. <br />C V N <br />l�0 <br />— fl m x <br />d N IG <br />c <br />32,, <br />d c <br />,p 4 i sC <br />4 <br />M'". °' y <br />cN c� <br />H E� <br />c <br />� a <br />a. <br />4 <br />011119it <br />Q. : •� <br />'(0,� <br />=off Q�� • 2 <br />' I' UO <br />O F E S S 1 <br />BAR <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 nth Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Enngineer's signature and seal. <br />In <br />o Ag <br />pN <br />� N ¢l h <br />ID <br />0 �" LL <br />yy J <br />Nv�U. 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