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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 AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH—, <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: " = V-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 />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 />-v <br />JOIST <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 />D D WALL GLUED TO <br />F 2x8 <br />SYP <br />2x8 SYP <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 />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND 4" 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 />B-� <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 \ NAIL <br />S) x 1 1/2" <br />NAILS) / <br />SECTION VIEW "A" <br />SCALE: 1" = T-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />�4 <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />E <br />SECTION VIEW "B" <br />SCALE: 1" = V-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 />1_ LX4 bT11 ULUl;KINU <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ <br />AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />AT STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = T-0" <br />FILLER STRIPS ADDED — <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE <br />DETAIL <br />SCALE: 1" = 1'41 <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -- <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" <br />2x4 SYP BLOCKING <br />>XH <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />q1 <br />SECTION VIEW "E" <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />�H <br />E SECTION <br />VIEW <br />_ <br />SCALE:" <br />rk <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = T-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SYRINGE �� (-SIDE) TO BOTTOM EDGE OF 2x12 <br />( STRINGER <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />i <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />STAIR TO CONC. W/ �' X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />0STAIR �" TAP 2CONS @MAX. 32" O.C. \ NAILED TO STRINGER <br />STRINGERS <br />G. 1 <br />TOP OF <br />STRINGER <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />4-- 2x4 PT UNDER 2x12 OR LSC EACH <br />—� ka <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 />SECTION VIEW "C" <br />SCALE: 1" =1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />/ (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />YAF <br />SE <br />CTION VIEW <br />SCALE: i" = T-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-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 />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <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" NAI LS <br />D OR <br />3 <br />ti( BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW 11H11 <br />SCALE: 1" = V-0" <br />N <br />N <br />:V <br />O <br />c <br />O <br />.o <br />-Wa <br />' W <br />s <br />aX, o <br />N <br />Cc o <br />co <br />E <br />3 3 � <br />eo as CD cr <br />$ C d <br />►• � c o <br />LL' .L T <br />N d� <br />= E <br />�O o <br />a <br />C V,; IV, ��''r�✓sue <br />r•_`'1�i '��` 4t <br />l ' cC-4�r <br />i .• <br />cT 1, <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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