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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 />13/4x11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FU <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 />1 F 2x8 <br />U11 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />�2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />j <br />77/ <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />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 \ NAI S) x 1 1/2" <br />NAILS) / <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE <br />SYP FULL CONTACT WITH LANDING <br />It—rl—rt—rl�rr�ruuot <br />• • Ile, <br />� 1■II ::. . - - ' - III � - ' �i1 <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />PLAN VIEW 2x4 CUT ON BEVEL. <br />DOES NOT BEAR IN <br />SCALE: " = 1'4" WALL <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 />C^M IMICt- AAIrN MI IAI IAICr%MRAATIr1AI <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <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" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�9 <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LIAACH ALL COMPONENTS <br />STAIR TO CONC. W/i" X <br />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 J" TAPCONS @ MAX. 32" O.C. / <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G■ SECTION VIEW <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />i iii Maui iir�ur is.a�.�-- G—i—= <br />L.- 2x4 SYP BLOCKINU <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (SIMPSON 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 />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-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 />•2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />ON DECK <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 />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />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 />NAILED--\ i <br />NAILEC <br />2x4 PT NOTCHED INTO t <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS _ <br />x8 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 />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 />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />t <br />/\ 7 SE <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE: " = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMI N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C ---� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />r2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />-�- 2x4 PT UNDER 2x12 OR LSC EACH <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 BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE: }" = 1'-0" <br />PER CONTRACTOR <br />F� <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 <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />(WALL JOINT <br />YWALL TO <br />JER JOISTS) <br />STUD NAILED AND <br />IED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />(RING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <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 />TRUSSES <br />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR y( BLOC ING <br />3 <br />RIS R <br />VARIES-Lz� <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />M <br />0 <br />tV <br />Ln <br />C%8 c <br />-o <br />o W <br />^ <br />u a `� <br />c �v c., N <br />ao <br />C 6i- O. <br />N <br />in�cvs <br />@ rdr C 4 <br />.r ar x <br />r= <br />a ; � <br />Rdd� <br />= E <br />eo 0 <br />a <br />,yo�,ljllitti;i!!!✓J✓J✓✓ <br />CV <br />6 <br />... <br />O <br />q-; nr <br />< S <br />O •�' L <br />C`� <br />,w E S S l O10 o��,� <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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