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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 />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 NOTCH-,,', <br />INTO STRINGER <br />H D <br />i-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 />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 />r^n P]IOC AKIM 11711 IAI IAICr1�11AATl/1A1 <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 />202 TREAD <br />GLUED AND <br />NAILED <br />I <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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />\ / 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />\ L4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" =1'-0" <br />JOIST <br />RXIIIC <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />I <br />1 <br />�A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ <br />-2x SYP CUT TO FIT ' I <br />BEARS IN WALL I <br />,_ . ---- 2x12 SYP <br />BEARS IN WALL <br />1� I <br />'---2x6 SYP ` 1 <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 />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "A" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />RISER CUT TO FIT <br />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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />STOP <br />RISER AND TREAD <br />SYP DRYWALL MUST <br />,r2x8 <br />NOT TOUCRINGERS <br />-----2x4 BLOCKING FOR 2x12 <br />Cr I <br />I <br />2x4 PT UNDER 2x12 <br />` <br />I <br />ROVIDE MOISTURE <br />\ PROTECTION <br />/ <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/ J" X <br />2 " TAPCONS @ MAX. 32" O.C. <br />�—ATTACH ALL COMPONENTS <br />1x4 GLUED AND <br />OF STAIR TO CONC. W/ T" X <br />\ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. <br />\ <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING 1 \ <br />r� <br />G-1 <br />TOP OF ' \ <br />STRINGER �\ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP �N <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' 2x SYP CUT TO FIT ' 1 STRINGERS G <br />BEARS IN WALL <br />I 2x12 SYP BEAR,"I I \ <br />IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I <br />2x4 PT UNDER 202 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 />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU \ (114)4)10d d x 1 1/2" <br />/ AT STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />4 BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = V-0" <br />INGER <br />GLUED <br />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 202 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE------' <br />AT STRINGER CONTACT <br />POINTS D <br />SCALE: 1" = 1'-0" <br />2x4 SYP BLOCKING <br />>ZA FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />1 <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIX4'GLUED AND NAILED TO STRINGER <br />\ / OR DRYWALL SPACING <br />/ <br />SECTION- VIEW "E" <br />SECTION VIEW <br />Col► <br />F <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN / <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN, TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />STRINGER \< <br />(2) LAYER t" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1"X18" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 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 />F SECTION VIEW <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD 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 />FLOOR <br />TRUSSES <br />JOINT <br />TO <br />)ISTS) <br />H <br />�r \ <br />2X STRING�R <br />2X B[IOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2TAILS <br />2(`�D OR 2X BL07NG <br />3f�D <br />RISLN;2_ r <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />lh'! <br />N <br />O <br />i� <br />a ,�W <br />(i a h C? <br />C M C) N <br />c <br />.- c N- n <br />N .M b <br />'W'.0 <br />!V <br />� y 2 /O <br />d <br />w�a <br />_ 3: M <br />Iu m <br />a <br />Iv <br />o <br />a u <br />���1ttltulJJIJJ/, � <br />C14 <br />- J �No0 <br />FLO,.: <br />�OFESSIO't%t <br />1141I! 1111`'��`� <br />o 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 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 />0 <br />it 8g <br />5 w $pp <br />1) 32 Rig <br />(Ii ib LL <br />M •p J <br />Q u_ wa <br />U.ii <br />z w <br />Z a. <br />2ca$ <br />O <br />N <br />W o 0.)0 <br />W (n <br />LL= toNZQJ <br />a <br />Ov h <br />Z <br />W ❑❑ <br />0 <br />izz <br />(nv) r <br />z <br />Cz <br />�(1)2-1 <br />` <br />4 ti <br />(Q C) m <br />V <br />�2 <br />Ow g <br />N <br />� (a <br />w C" <br />Rig <br />z I <br />U <br />Q Y <br />0! <br />0 <br />M <br />z <br />J <br />V- <br />E <br />z� <br />w <br />a <br />rl <br />Z® <br />E U <br />Ica toDo <br />w= <br />go <br />oa <br />z <br />cQ.1 E <br />c <br />inQ <br />x <br />'Q <br />f7} <br />z <br />CA J <br />�m <br />�� <br />3w <br />2 <br />o <br />au <br />01 <br />WV <br />SC� <br />J <br />C) <br />c <br />ot— <br />B <br />� <br />r <br />Gfl <br />>1 <br />E con <br />r <br />r <br />_ <br />co O <br />M <br />_ <br />1 <br />N <br />�- <br />C m U- <br />O <br />O <br />50 <br />r— <br />roo.CV <br />F_ <br />�- 00 O <br />0 <br />LO <br />C <br />4"1 M N <br />C) (6 N <br />COO <br />O <br />a mt Q — <br />L.t7 <br />N °8 .— <br />T <br />o <br />� <br />E O <br />z <br />`. <br />L)) _j a o <br />JOB <br />NO: 22-12560-12553 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />