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J <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 />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 />-2x8 BLOCKING FOR STRAP <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 />FLOOR <br />JOIST <br />r. <br />SYP <br />2x8 SYP <br />n <br />2x8 <br />SYP <br />STRINGER MUST MAKE F <br />CONTACT WITH LANDING <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 />"AW <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 />SIDE) TO BOTTOM EDGE OF 2x12 <br />ALIGN THIS STUD WITH STRINGER <br />3/4" RISER CUT TO FIT STRINGER <br />FACE OF 2ND RISER <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER j <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 />R A <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 />SCALE: 1" = V-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />a'4 <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 cr-- <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/4" X <br />2" TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2 TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />ZAK� <br />L_ 2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN / <br />WALL <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />F j2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL IIIII <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />i <br />3/4 PLYWOOD <br />E <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />10 <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />is <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />8 SYP GLUED <br />$ <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />E <br />NAILED— i <br />NAILEC <br />00 <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />-,LI `f-2x8 SYP DRYWALL STOP MUST <br />jI / NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />yA <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 />i� <br />SCALE: 1" = V-0" <br />4 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />L/2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />J� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: J. = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />`-t2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2X4 BLOCKI <br />C- <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />--2x4 BLOCKING FOR 2x12 <br />4- 2x4 PT UNDER 2x12 <br />TOP OF <br />0 <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />OF NEWEL POST <br />PER CONTRACTOR <br />\P1 <br />THE BLOCK <br />'- <br />i:: <br />PROVIDE <br />BLOCKING <br />c� <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />SE <br />CTION VIEW <br />SCALE: j" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />LOU <br />C9 <br />Z ch <br />z <br />a_ <br />E3 <br />W <br />w <br />� p <br />.O w <br />Vi = <br />o <br />U <br />, �' M <br />0� <br />U <br />af <br /><i <br />�o <br />A' <br />8 D. <br />N (' N U•<' <br />" Y •a <br />.J <br />-.r C <br />�t4 <br />, <br />1jcPU­ <br />IL <br />m 6 <br />To the best'the EngT eIP'j Jinowledge, Informgtibh, and <br />belief, the structural plans Or �Iq�tlph Corltialnad <br />within these drawings comply witR tt;0rjjFlorida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />11 <br />O <br />Z N <br />4v n <br />>(nM� <br />M <br />Q -gyp In <br />H��� <br />CL <br />0� V fl.000 <br />Q <br />Z <br />WJ <br />C) <br />z <br />w� <br />85, <br />5, <br />tpw�zC <br />txJfli <br />p[ - <br />y l <br />3 <br />o <br />N <br />LJJ <br />0 <br />U <br />0 <br />Igg <br />Cr <br />N <br />� <br />LI— <br />51,6k <br />o � <br />�z <br />a <br />Z <br />^ <br />u <br />W <br />LnW <br />P. <br />Q <br />z <br />wig <br />0 <br />N <br />00 <br />Z <br />W <br />1 <br />z <br />o <br />a !8 <br />w <br />,-i <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION N0. 5ml <br />SHEET NO. <br />ST <br />