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J 111101m <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 />JOIST <br />STRINGER MUST MAKE F <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 <br />WALL GLUED TO <br />2x8 <br />F <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING x8 SYP <br />r— D <br />2X4 PT NOTCH <br />INTO STRINGER� <br />D <br />H f <br />RAP 2x8 SYP <br />-.--2x8 BLOCKING FOR ST <br />L--lx4 blocking <br />SIMPSON MSTA21 W/ (16) 1 Od NAI <br />S <br />Y' E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: To� <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 />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2xl 2 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 />7-- <br />MAINTAIN BETWEEN ill "I,/, �—, <br />AND�'GAPTOPAND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />I BLOCKING FOR <br />X_,,,--1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />,%,�2x,4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Z/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER\-\,—/ (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "All <br />< <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />OR <br />SIMPSON A35 <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL. <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "B" <br />SCALE: 1 V-0" SCALE: 1 V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />-2x4 PT UNDER 2x12 ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />ROVI <br />DE MOISTURE <br />P OTECTION <br />LA SA HA OMPONENTS <br />ONC . W/ i., X <br />@ M - 32"0 <br />C <br />LLC <br />C <br />OF STAIR TO CONC. W/ 4" X <br />T P 0 <br />2 TAPCONS @ MAX. 32" O.C. <br />U <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />IL To ST 1 <br />OF STAIR TO CONC. W/ I" X NAILED TO STRINGER <br />2 TAPCONS @ MAX. 32" O.C. <br />G. 1 <br />TOP OF <br />STRINGER—"',, <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />,�Sx,4 <br />Top <br />SYP DRYWALL STOP <br />___�-2x8 <br />MUST NOTTOUCH <br />STRINGERS <br />G <br />E <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A�3A5 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />CH <br />2x4,';YP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2x4 PT NOTCHED INTO STRINGER\ <br />(14) 1 Od x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW 1lDll SECTION VIEW "Ell <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-0" <br />PLYWOOD <br />F94-2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--------2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0'; <br />NGER <br />3LUED <br />NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: I"= V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />PLYWOOD <br />r-3/4 <br />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />H 2x4 SYP BLOCKING <br />`11�x8 SYP GLUED FOR STRAP <br />AND NAILED TO <br />FRAMING (SIMPSON MTS12 W/ <br />(14) 10dx 1 1/2' NAILS) <br />2_X4 DRAFT 2x12 3 <br />STOP TREAD <br />v <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED---\ <br />NAILED---\ <br />2x4 PT NOTCHED INTO <br />' !Uit� 2 <br />STRINGER AND TAPCONEDiii\ J�X8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED ,x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU�� NOT TOUCH STRINGERS INTO FLOOR WITH GLUE­AT­-` NOT TOUCH STRINGERS NOTE: 2x8 <br />LU DRYWALL STOP <br />STRINGER CONTACT )2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Lix /GLUED AND NAILED TO STRINGER NOTSHOWN <br />POINTS FOR DRYWALL SPACING ^F SECTION VIEW <br />POINTS LX4 GLUED AND NAILED TO STRINGER SCALE: 1 1-0.; <br />FOR DRYWALL SPACING B H 7�7 <br />y^H \,., SECTION VIEW SECTION VIEW STAIR CONSTRUCTION DETAILS <br />_K_�T SCALE: 11-0.; SCALE: F0,; (IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />Ols <br />F <br />2x4 <br />ST( <br />2X4 <br />SCALE: 1 V-0" <br />VIC1111 <br />SECTION VIEW <br />SCALE: 1" V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM - <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STRINGER <br />(2) LAYER EDGE GOLD <br />N OSB OR PLYWOOD <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />T OR 1 j"X16" LVL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gill <br />SCALE: 1 V-0" <br />PER CONTRACTOR <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 />NEWEL POST LET INTO <br />THEBLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1 V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />�TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X BIOCKING <br />PSON MTS 2 W/ <br />1 Od x 1 1/2" NAILS <br />D R <br />3 IS <br />R R <br />VARIES <br />ECTION VIEW "H11 <br />SCALE: 1"= V-0"' <br />41711.1 <br />C:) <br />E� <br />co <br />No PE78750 <br />*. <br />Z <br />Z <br />z" <br />0F �-Z <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spedfications contalned <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition, Engineer's signature and <br />seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />I- <br />8E <br />14 <br />8 - $ <br />5 <br />Ifi 0 <br />C11 6 r? <br />49 <br />§ -.1 <br />it- W <br />0 <br />o <br />:3 <br />W C-i <br />D_ <br />LL W <br />r i <br />U. 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