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SCALE: il = 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 />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 />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 7-2x8 SYP DRYWALL STOP MUST <br />IL NOT 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: J" = 1'-0" <br />V V/1LL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ P� F - ` \/ <br />SYP CUT TO FIT t I <br />4RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I 'j. <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 EW "A" <br />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" i <br />AND 4" 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 />I <br />-I--2x4 BLOCKING FOR 2x12 I <br />r-2x4 PT UNDER 2x12 �J I <br />t ROVIDE MOISTURE <br />\ PROTECTION <br />L?ATTACH ALL COMPONENTS / <br />TAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2 1" TAPCONS @ MAX. 32" O.C. \ <br />GA'�� <br />/ TOP OF ' \ <br />/ \ STRINGER <br />\ G, <br />� <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER �� <br />2x4 DRAFT <br />/ <br />STOP <br />"N <br />I <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />— 2x SYP CUT TO FIT <br />BEARS IN WALL <br />I <br />I STRINGERS <br />G <br />2x12 SYP BEAR <br />IEIN <br />WALL <br />I <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />2x6 SYP 1 <br />STRINGER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU <br />(14) 1NAILS)d x 1 1/2" <br />W/ SIMPSON H3 — <br />/ AT STRINGER CONTACT POINTS <br />\ <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: V. = 1'-0" <br />�—.STRINGER <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 />SCALE: 1" = 1'-0" <br />`-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />\ FOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />---2x8 SYP <br />AND NAI <br />FRAM I N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C ~� NOTE: 2x8 I <br />\ DRYWALL STOP / <br />NOT SHOWN <br />\\ <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ / PER CONTRACT <br />' / V <br />I <br />I <br />(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 t"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-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" = V-0" <br />(WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />tRING WALL BELOW <br />- POST LET INTO <br />-OCK <br />DE <br />:ING <br />x8 BLOCKING <br />:OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />H <br />/ <br />IN, <br />STRING�R <br />2X BL/ <br />OCKING <br />2X <br />SIMPSON MTS12 w/ <br />' <br />(14) 10d x 1 1/2" AILS <br />\3 <br />Fb D D OR <br />2X BLOCKING <br />/ <br />RISt43 <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />N <br />N <br />N <br />c <br />a <br />d <br />> LLJ <br />N <br />O Cn T� <br />LL �- <br />N � r� <br />en O to <br />a � x <br />� <br />ti <br />d a� <br />E <br />m y <br />Lj <br />J C CJ <br />� E <br />m -i <br />�J <br />.. ryR, \ti • <br />L t. <br />V <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 />Residenbal <br />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 />a 8 <br />0 co <br />3 ,0 <br />N cN) a "r 2s LL <br />Q C J z LL W <br />U j- i a- <br />13Z <br />m ai <br />t N p _ � 30 <br />'m N (D <br />0 <br />—H <br />��o <br />N "Z <br />LLZ <br />0 N O U 8 <br />W ❑ ❑ <br />7 c� <br />N <br />nQQ¢Q <br />U) M <br />N z <br />C) <br />Cz <br />Q) LL <br />(1) <br />4 cn <br />LL <br />U � <br />0, <br />0 w <br />cn <br />�N <br />U <br />■ w-_ <br />� L <br />U <br />0 <br />Q m <br />Sm <br />O <br />� <br />J <br />w <br />z <br />Cn <br />cd CI <br />yci <br />dn, <br />� <br />E V <br />�O <br />V <br />rV <br />- <br />X U <br />oQ <br />O <br />U U <br />z <br />o <br />6 E <br />a~ <br /><� <br />¢Z <br />wZ <br />N i <br />a <br />w� <br />N r <br />N <br />m0 <br />oz <br />Z <br />z <br />' <br />a <br />U <br />a <br />W <br />a <br />_ <br />�w <br />oLL <br />U 5 <br />z <br />Will <br />c O <br />> Lo <br />rn <br />m <br />m <br />0 <br />O <br />c T <br />V J m <br />LLO <br />O <br />� <br />CO <br />,� N <br />O <br />M�/� <br />C) <br />L / <br />r <br />N <br />T <br />ai <br />N <br />o <br />Z <br />z <br />' <br />E Q <br />c <br />d <br />U -j Q p <br />JOB <br />NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />