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42' 1NO <br />HMJ• $IALL <br />UV GAP <br />(2) LAYER$ OF 3/4' FLYWOOD <br />OR (2) LAYEF6 OF 3/4' SM <br />5_m• FLOOR MATERIAL RIPE FOR <br />$OLm NASNO <br />LA/� <br />U N . 3/4, TKi an nAOR <br />—$Scum TRE406 TO 6TRNam <br />AHU <br />U1K31! 3' 6QRUI6 • EA <br />rm � <br />xleDme <br />6TPNN6at uDti1PW.ACW $Rwu <br />mErac moew <br />THE CLEAR SPACE BETWEEN <br />OF & R eRfat »r <br />I I/2' THE HANDRAIL AND THE WALL <br />9'-4 3/4' 2ND FM. FLR <br />MIN. SHALL BE NO LESS THAN I I/2' <br />G \ <br />HANDRAIL • 36' AS PER FBCR R311.192 <br />Lh�_RE-IPFORCMKs <br />\ <br />W/ 2X4 <br />a'-o' sue. iGT. <br />PRm-E16'0 FLOORM \ <br />\ <br />NOTE: <br />Ham <br />"Tw (e FLOOR <br />PP%94ms OHM$ ) \ <br />42• H W <br />\ <br />HANDRAIL ENDS SHALL BE <br />To came+ TO F8M <br />i <br />\ <br />AP <br />RETURNED TO THE WALL OR <br />IN .01TWN w <br />3/4' KICK <br />TERMINATE INTO A NEWEL <br />la KWRI$HF.T 3/4• <br />3/16' MAX. INBTAIR <br />DATA: \ MATE I' MAX <br />POST. <br />VAMATWN <br />RR$E!6/IIOEAD6 ADJACENT TO EAGFI <br />BR 6 IS2' \ <br />N081NG <br />OTHER 34A MAX VAMATICN IN ANY <br />14 TREADS • <br />\ <br />1. <br />RReEVREAD HANDMAIL CRQ= <br />1®'* I' N08MCs <br />MINL ,� <br />6 DIA TO 1 V4• .-V4' <br />\ <br />OR PR VE E T <br />OR PRDVNE EclIVALEM <br />S T 0 R. <br />\ <br />6RA$PADB.RY 2INDLRB- MK 6' uDe • <br />�� NAWWW " <br />L w <br />\ 9� <br />-a <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />\ <br />DIAMETER OF I#'t 2' OR A NONaRCULAR CROSS SECTION WITH A <br />3-2zQ GYP 6TIEYaER <br />$FP <br />\ <br />OF AT LEAST 4' NOT MORE THAN 1/4' AND <br />C i'-4• <br />Nam <br />-ENCLOaM ACCE8605LE $PALS UNDER <br />6T.MR6 $WILL HAVE WALL6. URN* <br />RmMOR= $Brix, <br />UW.CW. BRAD CP <br />4 <br />FL-/00 OR sRMILARE . <br />\ <br />' <br />o <br />PERIMETER DIMENSION BUT 6 <br />A LARrxEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />6TAIR lUe�ACE AND ANY 8OI4M <br />PROTECED TON"ENCLOND W* <br />HGRm:4 RUN <br />\ <br />g <br />$Rnl1 w' laYPM BOAgD&POM 0t1 <br />_ <br />DBL. <br />2 X 41E-NFgRICNCs <br />\ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />X 12 iTRMOR <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />FLAB a <br />SECURE <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />M <br />m-m FPLrira <br />2X4 Anac1RED $v RPd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />1'IA$ONer HA" 2X4 P.T. <br />STRESSES- PER SECTION 160-l8.1 / F.B.C. 2020 <br />SLEEPER KW GLAD a"M 0' <br />OF EACH END, W* OG. MAX <br />A BAR "DETAIL <br />BALE, STAIR ®SECTION <br />C HANDRAIL SECTION <br />HDR. DTL. <br />D SCALE: 1/2 <br />NOTE: HEADER FMISN TO BE FER <br />CCMMMITY STANDARDS <br />i"l N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />w .abdeslgngroupxom <br />AA 6: 0003325 J <br />a <br />yT <br />m <br />o <br />8 <br />SU33DIV. Q$ <br />L <br />O: <br />ABBOTT <br />PARK <br />LOT# 22 <br />BK 9 <br />PiiOJffiCT# <br />04181.000-22091 <br />MODS4EHB <br />"2605-HAYDEGGAR GM BIVXN <br />LEFT <br />PAGE. <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 PH EXAq <br />F,ppA8/15/21 14 <br />OCA=: 1/4"=1'-0" <br />alfz= <br />A1A <br />