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a <br />HALF WALL <br />SV CAP <br />(2) LAYERS OF 3/4• <br />AHU <br />GwwE TREADS TO rTImagm <br />TOO wD FLOOR <br />LAU N <br />wK3JN 3' GC NM • EA <br />3/4' <br />OLULD a SCROIED <br />. <br />rTIQINWA UNTHREADED 614" <br />PLR PASTSNER <br />TO EXTEND OEYOND TWcloff" <br />SOHepuLE <br />THE CLEAR SPADE BETWEEN <br />OF 8U6-FLOOR SHEATNM6 <br />9'-4 3/4' 2NO FIN. FLR <br />1 1/2' <br />?HE HANDRAIL AND THE WALL <br />G <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBGR R311.18.2 <br />/ I <br />HANDRAIL • 36' <br />W.T. <br />V 2X4 RE,01W,MG <br />/ <br />pm-04v MOORING <br />/ <br />42' K y <br />WALL uv <br />/ <br />SYSTEM IEEE FLOOR <br />FRAMNG 61,W) NM� <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />Q <br />CAP <br />/ <br />STAIRS RIWft TO CO FOW TO FOCR <br />RETURNED TO THE WALL OR <br />i <br />3/4' K <br />K <br />rTN EDITION r2DIT) <br />MIN. TREAD.10' MAX RISER.1 3/4' <br />PLATE <br />I.MAX <br />/ <br />/ <br />8741R DATA: <br />• <br />3/y MAX VARIATION IN <br />TERMINATE INTO A NEWEL <br />POST. <br />= <br />NOGMG �. <br />MR 1.52' <br />RRERG/1R1:ADS ADJACENT TO E4CN <br />O <br />MIK <br />/ <br />14 TREADS • <br />10'• 1' NOSING <br />OIFrR If MAX VARIATION IN ANY <br />RISER/TIVAD HANDRAIL CIRCULAR <br />A <br />/ S T 0 R <br />CROSS SECTION CIA. TO DE 1 I/4• «I/4' <br />OPRODE EGNU <br />R N <br />/ <br />. <br />aRAePAalunR+ uoEft- <br />eRG- MIK r' wDL . <br />/ <br />NARPWW SND MIK II' MOTH • 21 FROM <br />NOTE: <br />/ <br />NARROW W40 34• MM. HANDRAIL HOT. <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A <br />/ <br />r <br />DIAMETER OF I#'i 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />C <br />- "� <br />/ <br />P0141 14 UWX4R <br />REM'ORC® ulnx4 GFF <br />uucOW. BEAD OF <br />SUO-FLOOR MHESIVC <br />�� <br />'ENCLOSED SPACE UI®ER <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />-4 <br />" 'I <br />DNA, HWMZCCWAL lv <br />rTAIQ .VWAX HANDwni SCMTeR <br />L HAVE WAL <br />GTAIR SUIM'ACE AND ANY <br />A LAIa^sEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />r � <br />/ <br />/ <br />:"22 <br />omw 6 <br />PROTECTED ON TNR ENCLOSED SIDE <br />wTN 14. GY F4W OOARDB. MOM 302.1. <br />T� <br />/ <br />X a 67F VAR <br />2. THIS RAILING SYSTEM IS DESICsNED TO RESIST A LOAD OF 50 PLF <br />PLATE <br />9 <br />escum Wad r•-G• or. <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />®'-0' FM. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />m <br />MASONRI' NAILS . 27f4 P.T. <br />MA INIRTNW W/ 2X <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEMM INTO GLAD MTHM a <br />STRESSES- PER SECTION 1601.0.1 / F.B.G. 2011 <br />OF EACH END. 32' Or- MAX <br />A BAR .DETAIL <br />1/2'I'-C' <br />STAIR SECTION <br />(�_E; <br />L SECTION <br />C HAN/DRAIALE� <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32780 <br />PH:407-7744078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA M 0003325 <br />Y <br />Y <br />ppp <br />Is <br />6 <br />3 <br />r <br />;-40D <br />ICI <br />BVHDIV. at LOT: <br />ABBOTT PARK <br />LOT #41 <br />BLK. #9 <br />PROJZCT/ <br />04181.000-4109 <br />MODML <br />4EHB <br />"2605— HAYDEN" <br />DA %Aaa 8WING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />