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42' K HALF WALI <br />WA CAP <br />3N' T40 SUB FLOOR <br />!•LIED a GCFW- D <br />PER FASTENER <br />SCHEDULE <br />I0'-0 3/4. 2ND FM. FLR <br />O LAYERS of 9/4' PLY�71 <br />ODSE3)* TREADS TO STRINGER I I AHU <br />OR fT) LAYERS LT 3/4' 318 3' SCIlYB . E4 <br />FLOOR MATERIAL RIPS R04GER WTHIEADED SHAW <br />SOLID NAILNG EMEND BEYOND THICIOESS <br />SUB -FLOOR SWEAT14NG <br />THE CLEAR SPACE BETWEEN <br />p \ 1 1/2' THE HANDRAIL AND THE WALL <br />MIN SHALL BE NO LESS THAN 1 1/2' <br />�Na eYaTerl H'��'AAS <br />FLOORAS PER FBGR R31I.1B2 <br />(SEE FLOOR \ <br />\ <br />FRAMING SHEET) 42' H. La 4, pQC NOTE: <br />\ WALL V HANDRAIL ENDS SHALL BE <br />\ PLATE NOMAX C,4p RETURNED TO THE WALL OR <br />e ar� EDITM f ro cwfoR I TO FeeR 6nI \ �• TERMINATE INTO A NEWEL <br />MN TREAD•IB' M.ex. R19ER•T 3A4• sn6• STAIR DATA: \ MEy POST, <br />Z MAX VARI4TION N Itl8L9lS/tIiEADa I6R • lb4' <br />ADA ACBJT TO EACH OTTER 3A8' MAX 15 TREADS • S T 0 R . ` <br />J VARIATION N ANY SECTION <br />OAD O OE I IM ND'. I' NOSING41 <br />d GIGIJLAR CROSS SECTION DIA TO SE I V4' \ <br />••IA4' OR PROVIDE EOWVALENT <br />�IASPABLIrr WNDERS- MN 6' um . 3 2xQ sYP aTluNrrR \ NOTE: <br />0 NARROW END MN. ° WDTH . Q- • FMCM RBNFORCED WOO 8PF \ z I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />NARROW END 34' MN. HMCRAIL W.T. SIJDR ADHESIVE <br />°1i <br />PL-400Olt SS'SLARE 0 u DIAMETER OF I 't 2' OR A NONCIRCIILAR CROSS SECTION WITH A <br />DIM. VARIES L [.A HORIZONTAL RUN \ '° $ PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />STAIRSSED L WAVE1 ULA SPACE UNDER O <br />aTANtl SHALL HAVE WALLS, UNDER STAIR A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />** ~ SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-NFORCING \ m SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />�q • EA 2 X Q STRNGER \ <br />2 r THE ENIGLOSED 81DE WITN V!' GYP&J'1 <br />DEL. EIOARDS. FOOR 302.12. SEGUE Wll2d •'-8' OG 77", <br />TOP U FOR 1S RAILIW-i SYSTEM A CONCENTRATED OADDESIGNED <br />OF 2200POUNDS APPLIED IOF� F'LF <br />PLATE 0 0'-0' RSV. FLR <br />M 2x4 A1TAGi•D UV IOd DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />MASONRY NAILS 0 2X4 R.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO SLAB uTNN V STRESSES- PER SECTION 1601.S.1 / F.B.G. 2011 <br />OF EACH END, 32' Or, MAX <br />(A )BAR •DETAIL ARCH DTL. STAIR 05ECTION HANDRAIL SECTION <br />B SCALE. IR'•I'-0' D SCALE:9/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:401-774-4078 <br />W .abdimigngmup.wm <br />AA #: 0003325 <br />a <br />o <br />d <br />Z <br />1aXnM3[V. & LD21 <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />PROJB�T/1 <br />04181.000-01082 <br />MODEi.: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WD10: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />0 <br />.A Ae� l►M <br />DAF—PB! IM 09/12/19 <br />ECAL.E: 1/4.=1'-0" <br />splZ : c <br />A1A <br />