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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 />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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED I L)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 />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />T <br />SYP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />% L 2x4 SYP BLOCKING <br />/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (14) 10dx 1 1/2" <br />N MTS12 w/ <br />AT STRINGER CONTACT POINTS \ NAILS) <br />�y <br />(IEW "All <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TTT <br />E <br />7 <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS \ <br />V V/'1LL <br />SECTION VIEW "D11 <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />_V <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />—_/ FOR DRYWALL SPACING <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = T-0" <br />E SECTION VIEW <br />SCALE: J' = 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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2x12 SYP <br />SCAB <br />2x4 GLUED AND NAILED (EACH <br />STRINGER <br />SIDE) <br />TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN 4" <br />AND I" 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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ -1' X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />—2x4 DRAFT <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC, W/ 4' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />NAILED TO STRINGER <br />GA --- SECTION VIEW '"C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STOP <br />�N <br />.2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />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 BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS <br />PER CONTRACT <br />(2) LAYER 3' EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a'X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />a <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 />SCALE: 1" = T-0" <br />F SECTION VIEW <br />_ SCALE: ' = T-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />- POST LET INTO <br />-OCK <br />DE <br />ING <br />M BLOCKING <br />:OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />�j <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, Plans lirttsa( ReVie yV Assist, Inc <br />ID NAILED T� Pl 18Vieµr COipple As <br />WALL BELo Mpliance with the Zed and <br />approved <br />hY Oehra Anne Klahr P C 7th Edition <br />XZ300 <br />JOINT <br />-TO <br />)ISTS) <br />H <br />T <br />2X STRING R <br />2X B OCKING <br />PSON NITS 2 w/ <br />10d x 1 1/2" NAILS <br />kD OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />M <br />0 <br />CV <br />00 <br />0 <br />M <br />O <br />Q� r <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions <br />of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />�f <br />W <br />Q <br />C <br />E <br />o o 8 <br />N <br />N <br />0Lu <br />25Z <br />Q <br />t9 <br />0 <br />J <br />J LLB 5 <br />wr <br />u, <br />r� <br />o <br />Z <br />i <br />0 <br />' <br />0 <br />m W Q <br />W <br />_ <br />N t0 <br />o'2 r— <br />W °' O1 <br />¢ m <br />z <br />W <br />LZ <br />Zor <br />M Z <br />O <br />0 <br />N U F=- <br />00 ❑�❑ <br />W <br />T <br />��o <br />N O <br />z � N <br />T <br />Q <br />r, <br />E3 <br />V) <br />M <br />°o <br />� <br />� <br />o <br />f(S w <br />U <br />w o <br />c <br />!a� J <br />r-- — e <br />) N <br />� N <br />N Ol <br />0 <br />w <br />o <br />w <br />M <br />co <br />c 4 <br />S� <br />z <br />Q <br />Li E <br />zo <br />� <br />z <br />0 <br />� U <br />oLL <br />? <br />za <br />❑d <br />F— rt7 <br />` � <br />ao <br />g <br />o o <br />o <br />o¢ <br />ao <br />mo <br />?o <br />c <br />U <br />z <br />cn <br />"m <br />az <br />o`s <br />1z <br />no <br />manc <br />?i <br />oLL <br />a <br />�o <br />lu <br />�o <br />O <br />Qo <br />=� <br />y6 <br />w¢ <br />N <br />a= <br />Omi - <br />U� <br />c <br />0 <br />O <br />` <br />�Q0 <br />J <br />'^ <br />L , <br />rn <br />.---�.LO <br />cu <br />� <br />� <br />r <br />CD <br />C <br />It <br />Cr <br />CD <br />v J m <br />M <br />_` <br />LLN <br />Q <br />O <br />to M <br />I <br />2 No <br />O <br />LO <br />LL <br />N <br />00 <br />-0 <br />I n o <br />LO <br />CO <br />00 <br />Q <br />M <br />r <br />N <br />E T <br />co <br />z <br />z <br />u`Ni <br />m <br />a <br />_j <br />Q o <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />