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•s <br />THE CLEAR SPACE BETWEEN <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' <br />AS PER FBCR R311.182 <br />W/ 2X4 RH-MF=Wx <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />C41M AND TER TOP SECURE <br />RETURNED TO THE WALL OR <br />RADIUS GBO <br />VARIES MATERIAL TO <br />TERMINATE INTO A NEWEL <br />PLAN <br />cABmETS. <br />POST. <br />BRACKET a <br />NSTALLER SHALL <br />BLOCK 4 <br />INSTALL FLAT <br />KITCFEN <br />Is" REINFORCING <br />AT ENDS OF PARTITION <br />ARIE <br />BASE <br />441 BRACKETS AS <br />WALL <br />3NECESBARY. <br />NOTE- <br />2'X&'X3g-V4' <br />NET <br />i <br />0 <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />LOW WALL <br />= <br />DIAMETER OF ii'* 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />2'X6' STUDS <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />• 16' O.C. <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />OR wl 1/2, <br />LL <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />BAR DETAIL <br />A S <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601E.1 / F.B.G. 2020 <br />�ANDRAIL DETAIL <br />PRE-ENG'D (2) LAYERS OF 3/4' <br />STAIR DATA <br />FLOORING SY87EM PLYWOOD OR (2) LAYERS OF <br />ISM IB2' <br />(an FLOOR W4' Sue FLOOR MATERIALµTREADS <br />• <br />MSAI•ING SFEET) RIPS FOR SOLID NAILING <br />10'� I' NOSING <br />3/4' TOG GUI5 FLOOR <br />GLLED BCJfEUE.D <br />PER PAST2:- <br />} 3/4' 2ND FIN. FLR <br />BCFEE C <br />S'-V BRs. W.T. <br />GK — <br />PE <br />Mwe CUT LAT <br />TOP OP A \ <br />\ <br />STAIR` RISERS TO cctV'oRe•I TO <br />HOC a1=12M & yTu !D_ fzm:n) <br />\ F a <br />MIN. TREAP-W MAX IINSIM-1 <br />�I' MAX. to W <br />AMATION IN <br />9/4� ADJACENT TO <br />ENGLOBED <br />ACCE8810LE SPACE <br />J U <br />EALCH OTFER 3W MAX <br />UNDER STAIRS SWILL NAVE M.LS,1ljlll <br />VARIATION IN ANY 16SEPtIMAD <br />LWER-STAIR SI)11FAN ACE AND Y <br />A) <br />WAIDIRAL COMLAR CROSS <br />SOFFITS PROTECTED ON THE <br />SECTION PIA TO ISE I V4' •V4• <br />ENCLOSED SIDE UJITH V2' GYFWJ I <br />OR PR WOE EO WALER <br />4PASPAERLrrY UNDEm- MN ♦' <br />EOARR P. FECR AM6 <br />URM • NAWWW END MN. U' <br />Uu m . O' FROM NAISROU END <br />„4• MRX HMORAL H27. <br />P W D R <br />' m <br />�Qo <br />� <br />(3) 2x12 S.Y.P. <br />t- = m <br />(4) STRINGERS <br />2X4 RE-IPFOISCIlIG <br />• EA 2 X 2S1RRK+ER <br />?I�y' <br />V-0' FIN. FLR <br />62CM WA2d V-S' O.G. <br />- <br />Wd MASONRY NAILS . 2X4 <br />Pt. SLEEPER INTO 8LAE <br />WTWN V OF EACH END. 32' <br />oa MAX. <br />STAIR DETAIL <br />B <br />1441 N. RONALD REAGAN BLVD.:. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />oaa,N, <br />amur, <br />U111MV. a LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK. #9 <br />PROJECT <br />04181.006-19091 <br />MODEL; <br />2554—E301— <br />"DARWIN" <br />GARAGE 8WiRG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />