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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 />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED.4 <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH--" <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L-1x4 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 />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 i <br />GLUED AND <br />NAILED <br />2x� <br />D FTS P <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ / / 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:" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />i <br />/ <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />�A <br />ALIGN THIS STUD WITH <br />r FACE OF 2ND RISER <br />-- 2x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />_------2x12 SYP ^' <br />BEARS IN WALL I I <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 NAILS) <br />x 1 1/2" / <br />/ / \ NAI/ <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <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 J" 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 /Z <br />STOP <br />NOT TOUCH S ALL STOP MUST <br />RINGERS / <br />II I I I E/ I <br />I'LL A 11 1 1 <br />-- -2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C/ I <br />I e <br />/ <br />/ \ <br />C>/AATTArl4COSTAIR TO COTAPCONS @ <br />\—ATTACH ALL COMPONENTS ix4 GLUED <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />N;7 <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP "� • / [ <br />2x8 SYP DRYWALL STOP <br />/ MUST NOT TOUCH ' <br />I 2x SYP CUT TO FIT 1 STRINGERS <br />BEARS IN WALL <br />I 2x12 SYP BEAR,'I E—~' I <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ / <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 />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x6 SYP 1 <br />2x4 SYP BLOCKING <br />FOR STRAP / <br />\ (SIMPSON MTS12 w/ <br />2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />/ AT STRINGER CONTACT POINTS \ <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = T-0" SCALE: 1" = V-0" <br />Z" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />F94 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 <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 />B � <br />SCALE: 1" = 1'-0" <br />2x4 SYP BLOCKING <br />XA <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L44GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />'7`i <br />F <br />F <br />2x4 <br />STC <br />2X4 <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 />G.1 <br />TOP OF ' \ <br />STRINGER - - <br />SECTION VIEW <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />\F,/V <br />�-(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 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 />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) u <br />2X BLII/ 2X STRINAR <br />OCKING <br />PSON MTSJ2 w/ <br />10d x 1 1/2"MAILS <br />\3'f�D D OR <br />32X BLOCjIcING <br />RISLN',2 / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />© <br />n <br />w <br />01 W <br />G V N <br />m x <br />N c0 <br />E = c <br />a U = -'xa <br />3 ►- <br />> ac •i° y- <br />N a� <br />c E <br />� <br />o <br />a ` <br />w <br />M <br />0 <br />N <br />0 <br />0 <br />0 <br />. . <br />,JflililiisiSi`Sb�t <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. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />S <br />$ <br />8 <br />04 �4_p <br />N o Zj <br />i - J <br />0 <br />0 <br />Nr7R� LL d LU <br />d <br />o <br />13 <br />�LLLL <br />Z <br />q <br />� W <br />�i <br />W�pjO1 <br />C i m Q <br />Z <br />CL <br />w <br />"'Z 9'n <br />a�< <br />Z <br />❑o❑ <br />W <br />z <br />Q� <br />z <br />f <br />Vi <br />Z v <br />v <br />(Dra <br />4-.r <br />U <br />_. <br />Ow <br />l/) <br />c <br />w <br />U <br />Q <br />Q <br />N <br />I <br />Mgo <br />J <br />I.L I_ <br />SIR[ <br />o0 <br />a� <br />O <br />U <br />H <br />q�q'i' <br />7q <br />T® <br />oaa <br />VO <br />0 <br />zE <br />i <br />ao <br />z <br />a� <br />ru <br />cn C <br />' <br />FU <br />Z¢ <br />z <br />J� <br />y0 <br />>G <br />83 <br />�8 a` <br />W11 <br />¢¢ <br />w <br />2 r <br />.0 <br />fz <br />�� <br />zl <br />0 3 <br />J <br />(n <br />> Lin <br />o <br />m <br />LLo <br />T <br />T� <br />^ <br />CV <br />$ <br />LO <br />N <br />Q <br />'Cr <br />^ .2 <br />J <br />LO <br />♦�LIL <br />M <br />M <br />O <br />N <br />Lin <br />r <br />Q <br />�I <br />^ <br />r <br />E <br />r" <br />(D <br />o <br />Z <br />Z <br />E r <br />rri <br />L <br />a <br />0 _j <br />q o <br />JOB <br />NO : <br />23-03653 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />