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I L 11 11 L I <br />SCALE:' <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 />D <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON — <br />OTHER TREADS / <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT 1 I <br />ARS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />—2x6 SYP / 1 <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 />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 6,, \ <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" 'r <br />AND J" 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 I I <br />+-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C-- I <br />1 tAN <br />DE MOISTURE I <br />\ CTION / <br />ATTACTS OF STAX2 J" TAP" O.C.—ATTACH ALL COMPONENTS1x4 <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <br />TOP OF I \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�,S <br />x4 DRAFT f <br />TOP N [ <br />2x8 SYP DRYWALL STOP I <br />MUST NOT TOUCH G <br />' I STRINGERS <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 \ <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />VVMLL / <br />SECTION VIEW "D" SECTION VIEW "E" <br />SCALE. 1" - 1'-0" SCALE: 1 = 1 -0 <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />94� BEARS IN WALL <br />BULLNOSE DETAIL IIIII <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE. 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <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 />/ <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD , <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED--- <br />' <br />2x� <br />' <br />I <br />DRAFTS P <br />I <br />2x4 PT NOTCHED INTO <br />\ <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS� <br />L4 <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ <br />GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE:' = 1'-0" <br />1 <br />"WA <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />PPismo <br />al <br />`"2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1X4/GLUED AND NAILED TO STRINGER <br />-KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 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 —~I NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER \f <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 CONT <br />/ V <br />I <br />7 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SE <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE:" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />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 />JD NAILED TO <br />WALL BELOW <br />1 POST LET INTO <br />(LOCK <br />IDE <br />KING <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 BLOCKING <br />PSON MTS12 w/ I <br />10d x 1 1/2"AILS <br />\D OR 2X BLOING <br />3fZD / <br />RISN� <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />`"2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1X4/GLUED AND NAILED TO STRINGER <br />-KOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE:" = 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 —~I NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER \f <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 CONT <br />/ V <br />I <br />7 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SE <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE:" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) <br />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 />JD NAILED TO <br />WALL BELOW <br />1 POST LET INTO <br />(LOCK <br />IDE <br />KING <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 BLOCKING <br />PSON MTS12 w/ I <br />10d x 1 1/2"AILS <br />\D OR 2X BLOING <br />3fZD / <br />RISN� <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />0 <br />0 <br />O <br />> W <br />= o <br />c it-, o <br />f - <br />LLJ <br />m <br />' LJ <br />V / <br />y C <br />_ lb p <br />Vf O �p <br />3 Qa <br />a, aw <br />> E t G <br />� 3 � <br />V CS] <br />� C O <br />y G L1 <br />E <br />�o 0 <br />2 U <br />O <br />•' rA l_ <br />„ <br />QNQ <br />C!: <br />U-1 <br /><,17�r <br />....... <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 <br />Florida Building Code - <br />Residential <br />71h 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 />di <br />F <br />a <br />E S N <br />�8NW <br />(A <br />6 Ql rp iM <br />LLB`' <br />O <br />LL J <br />3 l; 7 $ LL <br />to� <br />to <br />Q <br />(N * LL o-a <br />a Y <br />M LL U <br />z <br />Z <br />o, <br />O <br />L p 0 <br />0 <br />rp N cO m J Q <br />W <br />W <br />¢ 0 w <br />in J <br />Z <br />O <br />LIDC7 Z O H <br />U <br />2 <br />O ❑❑❑ <br />W <br />Q <br />U) <br />N <br />Q) <br />5 <br />a-1 <br />LlJ � <br />•U <br />o .@ <br />O <br />„o <br />cJ <br />w <br />J <br />L 8 <br />c) o <br />C <br />Y <br />rf N 0 <br />In <br />Co <br />cri <br />�C:.L o <br />a< <br />z�� <br />co � <br />�G <br />LL <br />= w <br />;m ;. <br />J <br />oM <br />v <br />< <br />lq <br />V <br />a <br />b1 <br />c CD <br />.o <br />>4100 <br />7� <br />U <br />co <br />rn <br />m <br />�-� <br />to <br />I <br />r, <br />(D <br />OO <br />T <br />M <br />�Le <br />LL <br />Liz <br />T <br />T <br />fl. <br />E <br />T— <br />60 <br />V J <br />c <br />T <br />f37 <br />Cal <br />r <br />T <br />I_. <br />O <br />(D <br />L 0 <br />M M <br />L-) <br />C <br />� <br />'� pp <br />I` N <br />CD <br />00 <br />O <br />M <br />N <br />Cp <br />T <br />M <br />r <br />6 <br />E <br />M <br />c'M <br />�i LO <br />o <br />z <br />Z <br />E r <br />ro <br />c <br />1 <br />E <br />U <br />Q p <br />C <br />—t <br />JOB <br />NO: 23-05713-05718 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />