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rn <br />LO <br />t <br />c" <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 />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />FLOOR <br />JOIST <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />F 2x8 <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING 2x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />—2x8 BLOCKING FOR STRAP 2x8 SYP <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 />FOR RISE AND RUN INFORMATION. <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-2x12 SYP <br />BEARS IN WALL <br />�-2x6 SYP <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN J" <br />ANDJ" 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 />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 SYP BLOCKING ` <br />f 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" NAILS) <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />i <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'0 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />IR TO CONC. W/ 1" XCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 a" TAPCONS @ MAX. 32" O.C. / <br />G-1 <br />SECTION VIEW <br />\ SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />R E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (1Od N MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (114)4) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" SECTION VIEW "E" <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 />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED / <br />NAILED <br />DRAFTS P 11 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4`GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />-- H <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = 1'-0" <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 />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT, <br />SECTION VIEW "G" <br />SCALE: <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT, <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 />F SECTION VIEW <br />SCALE: f = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />NEWEL POST <br />BLOCKING <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NITO RIM BAND, <br />ID NAILED TO <br />NALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRI' <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC <br />RIS R <br />, <br />VARIES <br />1 POST LET <br />(LOCK <br />IDE <br /><ING <br />2X8' BLOCKING <br />FOR NEWEL PO <br />TO ANCHOR TO. <br />(GLUED AND NAI <br />FLOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />® a <br />Q <br />2r <br />lo <br />M =ism <br />z N O <br />_ <br />z <br />C, <br />Q M <br />CD <br />d. N <br />WAN <br />M <br />cn Z � <br />U <br />4('J Vi Y <br />w W O <br />[` <br />w <br />Q)0 0 <br />tN �§ N <br />o <br />U 00 <br />LU <br />0 8 <br />Q & <br />a <br />sm <br />N N <br />goN a � z <br />♦♦♦ =w <br />Q c o <br />LU O <br />ck LU N N a <br />V <br />0 v �8OQW a 0 <br />M. <br />•Z <br />(inono 6 <br />v <br />Uj <br />ro <br />� :• �� <br />C a ; 6 .4 <br />W <br />z_ <br />•••4 4 Q'� <br />F <br />11 <br />fz �',ROFE55\0 <br />, <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />co <br />J <br />w <br />Cl)z <br />o <br />Q E <br />E Q <br />�0 <br />a <br />¢� <br />z® <br />Dd <br />w0 <br />H f6 <br />o E <br />� <br />oa <br />a� <br />�° <br />�� <br />aZ <br />N <br />�o <br />¢ <br />z� <br />w <br />L <br />ra <br />o <br />, <br />go <br />� <br />O <br />N <br />J <br />< <br />'¢w <br />g z <br />W <br />cn <br />o�d <br />�0 <br />ao <br />_1 <br />U <br />j <br />ao <br />8Z <br />11 <br />_� <br />CDa <br />ui <br />0 <br />C E <br />v <br />za <br />�3 <br />c 0 <br />0 <br />Ln <br />co <br />^L1 <br />W <br />I`J > <br />L <br />O <br />0 <br />i� <br />CAI <br />0 <br />QC <br />Y= <br />° U <br />/11 m C <br />0 rn <br />0 <br />00 <br />■� T <br />04 <br />= <br />LO <br />N <br />O-- <br />corn <br />M <br />co N <br />' C) �' <br />o <br />Z <br />c <br />t6 <br />E o v <br />ll <br />cc <br />U J Q 0 <br />dci <br />J <br />JOB <br />NO: 19-5890 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />