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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 />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />-2x8 BLOCKING FOR STRAP <br />L1x4 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 />\2 ✓ <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) <br />NAILED TO STRINGER \ <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x <br />I DRAF <br />T ST P <br />2x4 PT NOTCHED INTO x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ _ 1z4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" = 1'-0" <br />l2il[•�� <br />191 <br />SYP <br />2x8 SYP <br />FBI <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT 1 <br />BEARS IN WALL l <br />��2x12 SYP <br />BEARS IN WALL I <br />�-2x6 SYP / t <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 (14) 10d x 1 1/2" / <br />' / \ NAILS) / <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i -- <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 <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 />I <br />-2x4 BLOCKING FOR 2x12 I <br />—2x4 PT UNDER 2x12 C I <br />tNEN <br />DE MOISTURE <br />\ CTION <br />ZATTACTS X" O.C.—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ z" X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />G. 1 <br />TOP OF \ <br />STRINGER <br />% 1x4 GLUED AND NAILED TO STRINGER <br />/ \ / STOP <br />[ <br />/ / 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH G <br />' <br />' 2x SYP CUT TO FIT ' 'STRINGERS <br />BEARS IN WALL <br />I 2x12 SYP BEAR <br />E 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />IN WALL I 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 />SECTI <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />ON 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 />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 />NAILEE <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />J <br />SCALE: V = 1'-0" <br />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIX4/GLUED AND NAILED TO STRINGER <br />,KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />A�7SCALE: 2" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOO[ <br />ON DECK <br />--2x8 SYP GL <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C,� 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 <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ PER CONTI <br />V <br />t <br />7 <br />(2) LAYER 4' EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a'X16" LVL FROM JOIST TO JOIST. USE <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" BLOCKING <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: z" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />:L POST LET INTO <br />(LOCK <br />I DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = T-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 />2X STRING�R <br />2X BLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2" �IVAIL S <br />\D OR 2X BLOCKING <br />3RD <br />RISW <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />can <br />00 <br />r-s <br />n ns ca s�.r <br />N <br />I� �2:1C <br />H <br />U <br />E <br />z <br />V.- <br />r <br />.0, <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />fn <br />W �E <br />Q O N <br />CO 00 <br />® ' 0O N N 00 <br />0 inertia � # <br />40 s t <br />ca S J <br />4 a <br />_j - 52 w <br />a. <br />Z —a a <br />0 <br />0 <br />- r 'Co a <br />O <br />W Y. o <br />> rp N CO <br />��pjO' <br />yW - rw- <br />LLL M Z Q F <br />Z N OU w <br />W El00 <br />z fv o <br />�o <br />z <br />z o <br />¢ v <br />J — <br />P1 <br />N <br />U) <br />M <br />N z <br />o <br />0 <br />1 ' N LL <br />y� <br />M(D <br />W N <br />® F <br />O o <br />W <br />V1 c N� <br />r0— in <br />YZ <br />M <br />U <br />W 9! <br />¢ <br />N m <br />w <br />M <br />M <br />�< <br />o <br />z <br />U_ <br />111( <br />Q <br />E v <br />�° <br />�� <br />Z® <br />�� <br />CU <br />@ <br />K o <br />�a <br />7 OU <br />S0 <br />o E <br />N <br />gz <br />o <br />¢ <br />W <br />79�- <br />�CYaz <br />N <br />a <br />U <br />wm <br />m <br />Z <br />Zra <br />Cn J <br /><w <br />sZ <br /><� <br />0Qa <br />Z <br />Q <br />. <br />W <br />r� <br />a217Y <br />�w <br />_", <br />3 <br />Jz <br />>O <br />CDw� <br />M <br />a <br />�U3 <br />C <br />z¢ <br />>� <br />ui <br />rn <br />2 <br />B <br />t <br />C-4 <br />O <br />M <br />M <br />NLO <br />N <br />� <br />r <br />`1 <br />Cr <br />N <br />00 <br />U) m <br />CIF) <br />�— <br />O <br />LO <br />+-� <br />N <br />LO <br />.0 <br />N <br />CD <br />GO <br />C'7 <br />r- <br />a� <br />E <br />` <br />O <br />o <br />z <br />Z <br />N 7 <br />0 .a N <br />C <br />a <br />U Q p <br />JOB <br />NO: 22-08387-08382 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />MF-- NF- i- f - - <br />