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A <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />s � <br />STRINGER MUST MAKE FULL f <br />CONTACT WITH LANDING f <br />FLOOR / \ / <br />JOIST LSIMPSON SC EACH <br />35OR <br />STRINGER 2x SYP CUT TO FIT <br />BEARS IN WALL I <br />2x12 SYP f <br />BEARS IN WALL 1 <br />ALL STAIR STRINGERS <br />AND TREADS TO BE 1 314 x 11 2x6 SYP <br />� \ <br />#2 SYP (MIN.) VL <br />2x4 SYP BLOCKING <br />THREADS, RISERS, AND 2x4 UNDER STRINGER­/2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />MTS12 w/ <br />3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIM(14) PS x 1 1/2" f <br />LANDING \ / AT STRINGER CONTACT POINTS <br />SHOWN IN DETAIL FOR NAILS) / <br />CLARITY <br />2x4 CUT ON BEVEL <br />ALL WOOD TO WOOD D D DOES NOT BEAR IN <br />WALL GLUED TO <br />CONNECTIONS TO BE LIL2x8 <br />GLUED (PL 200) AND F SECTION VIEW "A" SECTION VIEW "Bit <br />NAILED (MIN. (2)16d), <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH`_ <br />INTO STRINGER <br />D <br />-2x8 BLOCKING FOR STRAP <br />1-1x4 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: 2' = 1'4" <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 y <br />OTHER TREADS / <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <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) f <br />NAILED TO STRINGER \ <br />2x12 TREAD , -- <br />GLUED AND <br />NAILED--\ i <br />' 2x <br />I DRAFT STC 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: 2" = 1'-0" <br />SYP <br />2x8 SYP <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" <br />AND 2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER f <br />BLOCKING FOR <br />—1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />—2x4 DRAFT RISER AND TREAD <br />STOP J <br />—2x8 SYP DRYWALL STOP MUST / <br />NOT TOUCH STRINGERS >/ <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 t / <br />tCOMPONENTS <br />VIDE MOISTURE <br />\ TECTION / <br />\ ATTACOF STA/ J" X2" TAP32" O.C.—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER f <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />G. _ <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' 2x SYP CUT TO FIT ' ' STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR,'[,I —~' I <br />IN WALLE I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN \ <br />WALL <br />. SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x6 SYP 2x4 SYP <br />/ \ <br />BLOCKING <br />FOR STRAP / <br />f \ 1 <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/(14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLUE NAILS) <br />AT STRINGER CONTACT POINTS \ <br />N VIEW 11D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" SCALE: 1" = T-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" = T-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />\--2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAI LEC <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 />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LALUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: Zit = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C—� NOTE: 2x8 J <br />l DRYWALL STOP <br />NOT SHOWN <br />� f <br />STRINGER \C <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW licit <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />� 1 PROVIDE <br />\ / I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />/ TO ANCHOR TO. <br />— {2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 4"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.G. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />SECTION VIEW <br />SCALE: i" = 1'-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X BLOCKING <br />PSON MTS12 w/ <br />' <br />10d x 1 1/2"AILS <br />\AD <br />OR <br />AD2X <br />BL05KING <br />RISIRR <br />/ <br />VARI E <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />� o <br />r= N <br />,�- o- <br />N Y✓ <br />�✓ <br />Q/I <br />SE <br />12: <br />J `a <br />U 0- <br />r <br />0 <br />41 <br />O 0 <br />F E S S <br />To the best of the Engineer's 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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Y <br />4 <br />Ln <br />U <br />c m <br />LO <br />O <br />0o <br />E � <br />CD <br />o <br />LO <br />CD <br />c <br />� <br />N <br />Cfl <br />O <br />4 CD <br />r <br />00 <br />LO <br />ui <br />CD <br />6 <br />Z <br />M <br />Z <br />= y <br />E O N <br />CIO <br />a <br />c� _j Q p <br />JOB <br />NO: 22-06603-06596 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />