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DDL. <br />TOP <br />PLATE 9 <br />in <br />A BAR DETAIL <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.82 <br />NOTE= <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS $HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 FOUNDS 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 1601,0.1 / F.B.G. 2020 <br />_HANDRAIL SECTION <br />'d <br />(2) 2x2 <br />am MQAM <br />(S)2M BLOC <br />6m FRAMNO <br />W/4' 'TKi "FLOG! <br />OL.E 4 scparl D <br />FOR PAGMER <br />V-4 3/4' 2ND FIN. FLP-- <br />P'RE-ENO'D FLOORMO 6Y61EM� <br />(M FLOOR FRiMM9 OHM) / <br />(2) 2.8 FEADRR NM PRAMNO J <br />PLAN <br />NaM <br />OTAMN, RIMM TO COMOR'I TO MOM <br />1TH EDMON (2020) <br />MN. TREAD-RO' MAX. 144M.1 S/4• <br />WY' MAX. VARRATION N <br />WIMEN IREAD6 ADJACENT TO EACH <br />OTTER SW MAX VAVAATION N ANY <br />MSMVTPOAD W NDRAIL CIRCULAR <br />CRO66 SECTION DIA TO BE 1 IW -VW <br />OR PROVIDE NMIVALIW <br />44W.WABUTY nODEM• MN, V URM • <br />NARROW END MIN. 11• UDTH • 2' FROM <br />NARROW IN 54' MN, HANNDRAIL HOT. <br />•WC{.06ED A0006ELE SPACE tNPXR <br />6TA6M SHALL HAVE W4LL8 UCVFR <br />6TAIR 6Ur'ACE AND ANY 60PPR6 <br />PROTECT® ON THE ENCLOGED 6DE <br />wTim V)' W MM BOARD& MXa 502.1. <br />T1 T..1.1 .i e <br />42, HIOH <br />HALF WALL <br />w GAP <br />(2) LAYERS OF 3/4' PLIVOOD <br />OR (2) LAYEM OF 9/4' SUB <br />FLOOR MATMAL RIFE FOR <br />GOLD "LNG <br />Welm TROAD6 TO SYMP42M <br />WYSJ6 a' 6CRIms - EA <br />67RNOER WTHMADED SHANK <br />TO oOED WYOND THICKNEDS <br />OF am -FLOOR 6HEAT4Nd, <br />�MT6-20 on <br />NO PLAN <br />42' bL IA <br />WALL UV <br />\ CAP <br />\ S/4 KICK <br />\ PLATE <br />S\ \ \ I' MAX. <br />2 X 41104,POW-4 <br />EA. 2 X 2 GTRM <br />STAIR DATA: <br />OR • TB2' <br />SECURE IIV2d 61-V Or_ \ <br />T ADS <br />3-2x2 GYP GTMWM \ <br />14 I' <br />RENFORCED "w" 6FF \ <br />WVCONT. BEAD of <br />Rue -FLOOR ADFERA \ <br />FL-400 OR 6MILARE • <br />EA HORMOWAL R1N <br />BSTAIR SECTION <br />SCALE, i/t•-I'-IV' <br />HDR. DTL. <br />D SCA E, 1/2 . 1'-m' <br />NOTE, HEADER FINISH TO 06 PER <br />COhMUNITY STANDARD6 <br />2X4 ATTA0*0 YV 10d <br />MA6OSRY NAILS • 2X4 P.T. <br />6LRRMR WO SLAB UTHN V <br />OP EACH END, 32. Oa MAX. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 3. <br />PH: 407-774-60, <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA S: 0003326 <br />� <br />b <br />Q <br />II <br />O <br />ti <br />9VSDIV. a LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />PROJECT <br />04181.00-12111 <br />MODEL <br />3EFB <br />"2447—ROBIE" <br />GARAGE 6VWG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />160 PH EA C <br />I) Tlt~ 05/24/21 <br />OCALE:1/4' = 1'-01 <br />ar;EET <br />A1A <br />