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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 A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <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 />CnD DIQC AAIrl DI IAI lK=nDRAATInKI <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 -AT <br />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 />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0-- <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2X4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />__-2x12 SYP <br />BEARS IN WALL <br />�-2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN" <br />AND k 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 />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" NAILS) <br />CTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-O" SCALE: 1" =1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <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 />LAZ17A ALL COMPONENTS <br />R TO CONC. W/ :" 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 T" TAPCONS @ MAX. 32" O.C. / <br />GASECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />R <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />7 \_ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLUE / W/ SIMPSON H3 AT STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />12 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 />X4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" =1'-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />`2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />-3/4 PLYWOOC <br />ON DECK <br />—QX8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C`-, <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER t" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1"X16" LVL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <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 />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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BOCKING <br />PSON MTS w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />L2d_____111 <br />2X BLOC NG <br />RIS <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" =1'-0" <br />Za (3 <br />✓ •�• <br />Cs <br />...... <br />s��ll�tR <br />....��,�,.Q <br />0I <br />To the best of the Engineers knrnNedge, Information and belief, <br />the structural plans and spedfkations contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and mi. <br />a <br />�p pppp <br />ssOff N N <br />V <br />a3J <br />i• <br />U. <br />M N � # OND IL <br />°' <br />a <br />ai <br />LL J <br />LL LL <br />.l rN) W fN <br />as <br />093 <br />0 za, o <br />W <br />i I r m o <br />corn < <br />IL Z <br />a <br />M Q N p Q N <br />N a cn z r, 0 � <br />Z <br />60,000 <br />W <br />z <br />Z <br />a 0 <br />a <br />(nvjz <br />N <br />c� LL <br />•O <br />Tom• <br />Ln <br />w <br />c <br />V� <br />� oo' <br />no <br />—OR <br />U t . <br />• <br />�Q <br />Q <br />W <br />w <br />0! <br />_jM <br />lL <br />z <br />a <br />Z <br />Q <br />E S <br />I— rd <br />Uo <br />W <br />O <br />6O <br />a7 <br />z <br />cD <br />N <br />i <br />wo <br />°do <br />¢J <br />m <br />W C <br />cox <br />o <br />gu <br />z <br />N J <br />yy <br />3 <br />b <br />Z <br />W <br />y> <br />o <br />U <br />a <br />'LL <br />�_ <br />S2 � <br />g <br />S2 <br />IFE� <br />�'pw�p�t��� <br />ZI <br />U S <br />0 r <br />= <br />W <br />� <br />00 <br />> <br />0 <br />C m <br />0 <br />o <br />_M <br />00 <br />T <br />j CN <br />C <br />LO <br />CN <br />rn <br />r <br />E <br />r <br />H <br />Z <br />Z <br />c <br />eo <br />Oa <br />L G1 <br />C <br />IL <br />v °� <br />Q o <br />JOB <br />NO: <br />20-3569 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />