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N <br />v+ <br />m <br />LO <br />0 <br />0 <br />0 <br />12 <br />J <br />ra <br />0 <br />I <br />s <br />m <br />i� <br />r")") <br />J <br />v <br />cn <br />rn <br />0 <br />�p <br />E <br />E <br />x <br />C <br />J <br />rA <br />C> <br />U <br />O <br />C <br />0 <br />UI <br />y <br />'o <br />CL <br />i <br />a <br />c <br />0 <br />c <br />J <br />LZ <br />N <br />N <br />LO <br />0 <br />0 <br />a <br />N <br />LO <br />L <br />0 <br />Q <br />m <br />v <br />N <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 />e VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />JOIST 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 />1 i t 2x8 <br />z)i <br />SECTION VIEW "A" SECTION VIEW "B" <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />—2x8 BLOCKING FOR STRAP 2x8 SYP <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 />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: " = 1'-0' <br />2x8 <br />SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />r-2x12 SYP <br />BEARS IN WALL <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 \ NAI S) x 1 1/2" <br />NAILS) / <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 />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />V4 <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <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 -1" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISERILL <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 />�x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 cr-� <br />ROVIDE MOISTURE <br />PROTECTION <br />LA17ACH ALL COMPONENTS <br />STAIR TOCONC. W/ 4" 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" TAPCONS @ MAX. 32" O.C. / <br />G-1 SECTION VIEWC" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />R'( 0 E <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />j4� <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE NAILSS)) x 1 1/2" <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D" <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 />F, <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 2x12 <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 <br />SCALE: 1" = 1'-0" <br />2x4 SYP BLOCKING <br />FOR STRAP <br />�a (SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />-_� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: ' = 1'-0' <br />f <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />\ FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS' <br />PER CONTRACT <br />F1 <br />-(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"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" BLOCKING <br />SE <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE:" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />L POST LET INTO <br />;LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = 1'-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 />JOINT <br />-TO <br />)ISTS) <br />H <br />7�_ <br />2X STRING R <br />2X B CKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />a <br />� <br />O <br />c <br />o <br />da <br />� W <br />o � o <br />o <br />� u- [s- <br />ca cc:"p <br />c�a <br />d Z <br />4 <br />= w y <br />SS j L <br />��►a. fC1 N J 6� <br />_ Cr- -- n• <br />L' G <br />rc v <br />R J <br />n <br />N. <br />•, o <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />E <br />a o S8 <br />N <br />^ N O m <br />0c <br />S <br />ro r` <br />N <br />N - <br />N -. <br />N M V <br />Q C <br />4 W <br />_j <br />J u_ u_ SS <br />U. 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